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0068 HALYARD WAY
;_ ` .. . r,,. ., ,� � i. �- 9 I, � ,. 1.. �. . . � . . �. ... . � .. - .. .. _ �V v � - ! .. g .. S _ .. .. - s i :: .. n .; . .. � ui ;I �" 73oG3 IDS y�i " IC , mr3 �J - 1la- /y � � �g yaly�r�( � ew� 19y i. ®Boise Cascade Quadruple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beaml...1FB01 Dry 11 span No cantilevers 1 0/12 slope May 20,2016 13:31:11 BC CALC®Design Report Build 4516 File Name: G Davis_68 Halyard Job Name: Vaillancourt Description: SECOND FLOOR BEAM Address: 68 Halyard Way Specifier: jlm City, State,Zip:Centerville, MA 02653 Designer: Customer: GEORGE DAVIS Company: Shepley Wood Products Code reports: ESR-1040 Misc: I i I x 16-03-00 BO B1 Total Horizontal Product Length=16-03-00 Reaction Summary(Down I Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 3,352/0 4,200/0 502/0 B1 3,370/0 4,221 /0 505/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start _ End 100% 90% 115% 160% 126% 1 Standard Load Unf.Area(lb/ft^2) L 00-00-00 16-03-00 40 10 07-05-00 2 Unf. Lin. (lb/ft) L 00-00-00 16-03-00 117 420 62 n/a Controls Summary Value %Allowable Duration Case Location Pos. Moment 28,896 ft-Ibs 67.9% 100% 1 08-01-04 End Shear 6,358 Ibs 40.3% 100% 1 01-03-06 Total Load Defl. U286(0.66") 83.9% n/a 1 08-01-04 Live Load Defl. U645(0.293") 55.8% n/a 4 08-01-04 Max Defl. 0.66" 66% n/a 1 08-01-04 Span/Depth 15.9 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 3-1/2"x 3-1/2" 7,552 lbs n/a 82.2% Unspecified B1 Hanger 4"x 7" 7,592 Ibs 92.7% 36.1% HGUS7.25/12 Cautions Member is not fully supported at post BO. A connector is required at this bearing. Header for the hanger HGUS7.25/12 at B1 is a Single 3-1/2"x 11-7/8"VERSA-LAM®2.0 3100 SP. Hanger HGUS7.25/12 requires(56) 1Od face nails, (20) 1Od joist nails. Notes Design meets Code minimum(U240)Total load deflection criteria.Design meets Code minimum(U360) Live load deflection criteria. NOISIA10 Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Hanger Manufacturer: Simpson Strong-Tie, Inc. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. E :71 ") v's 6 t 9 10 Fastener Manufacturer:TrussLok(tm) DOUSUVO :!0 INN10l Page 1 of 2 r ®Boise Cascade Quadruple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\...1FB01 Dry 11 span I No cantilevers 1 0/12 slope May 20, 2016 13:31:11 BC CALC®Design Report Build 4516 File Name: G Davis_68 Halyard Job Name: Vaillancourt Description: SECOND FLOOR BEAM Address: 68 Halyard Way Specifier: jlm City, State,Zip:Centerville, MA 02653 Designer: Customer: GEORGE DAVIS Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure �{ b d Completeness and accuracy of input must LI be verified by anyone who would rely on a output as evidence of suitability for a particular application.Output here 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 e building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c=3-15/16" (800)232-0788 before installation. b minimum=4" d= 12" e minimum= 1" BC CALC®,BC FRAMER®,AJS- ALLJOISTO,BC RIM BOARD-,BCIO, BOISE GLULAMTm,SIMPLE FRAMING Calculated Side Load=969.8 Ib/ft SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIMS, Beams 7 inches wide will be assumed to be either top-loaded only, or equally loaded from VERSA-STRAND®,VERSA-STUD®are each side. trademarks of Boise Cascade Wood All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. Products L.L.C. All TrussLok screws may be installed from one side of multiply Versa-Lam beams. . Connectors are: FMTSL634 ®Boise Cascade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor BeamUnd Floor1F1302 Dry 1 span I No cantilevers 1 0/12 slope May 20,2016 13:31:12 BC CALL®Design Report Build 4516 File Name: G Davis_68 Halyard Job Name: Vaillancourt Description: Designs\2nd Floor\FB02 Address: 68 Halyard Way Specifier: jlm City, State,Zip:Centerville, MA 02653 Designer: Customer: GEORGE DAVIS Company: Shepley Wood Products Code reports: ESR-1040 Misc: 3 1 05-00-00 BO B1 Total Horizontal Product Length=05-00-00 Reaction Summary(Down/Uplift) (lbs Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 3,472/0 3,335/0 307/0 B1, 3-1/2" 2,269/0 2,156/0 197/0 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 05-00-00 40 10 01-04-00 2 Reaction from Desi... Conc. Pt. (Ibs) L 02-00-00 02-00-00 3,361 4,211 504 n/a 3 Reaction from Desi... Conc. Pt. (Ibs) L 02-00-00 02-00-00 2,113 1,154 n/a Controls Summary Value %Allowable Duration case Location Pos. Moment 11,902ft-Ibs 55.9% 100% 1 02-00-00 End Shear 6,706 Ibs 84.9% 100% 1 01-03-06 Total Load Defl. U999(0.036") n/a n/a 1 02-04-08 Live Load Defl. U999(0.018") n/a n/a 4 02-04-08 Max Defl. 0.036" n/a n/a 1 02-04-08 Span/Depth 4.6 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 3-1/2"x 3-1/2" 6,807 Ibs n/a 74.1% Unspecified B1 Post 3-1/2"x 3-1/2" 4,425 Ibs n/a 48.2% 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. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. NOISIAM Deflections less than 1/8"were ignored in the results. Fastener Manufacturer.TrussLok(tm) 0 Z 919visUva 30 t1+0-i Page 1 of 2 ®Boise Cascade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor BeamUnd Floor\F1302 Dry 1 span No cantilevers 1 0/12 slope May 20,2016 13:31:12 BC CALC®Design Report Build 4516 File Name: G Davis_68 Halyard Job Name: Vaillancourt Description: Designs\2nd Floor\FB02 Address: 68 Halyard Way Specifier: jlm City, State,Zip:Centerville, MA 02653 Designer: Customer: GEORGE DAVIS Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure �.I b d Completeness and accuracy of input must LI be verified by anyone who would rely on a output as evidence of suitability for particular application.Output here based Con building code-accepted design properties and analysis methods. • • • Installation of Boise Cascade engineered wood products must be in accordance with e current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c=7-7/8" (800)232-0788 before installation. b minimum=4" d=24" e minimum= 1 BC CALC®,BC FRAMER®,AJS- ALLJOIST®,BC RIM BOARD-,BCIO, Connection design assumes point load is top-loaded. For connection design of side-loaded BOISE GLULAMTM^ SIMPLE FRAMING point loads, please consult a technical representative or professional of Record. SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. VERSA-STRAND®,VERSA-STUD®are All TrussLok screws may be installed from one side of multiply Versa-Lam beams. trademarks of Boise Cascade wood Member has no side loads. Products L.L.C. Connectors are: FMTSL338 f ®Boise Cascade Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam1F1301 Dry 1 span I No cantilevers 1 0/12 slope July 11,2016 16:02:41 BC CALC®Design Report Build 4516 File Name: G Davis_68 Halyard Job Name: Vaillancourt Description: Designs\FB01 Address: 68 Halyard Way Specifier: jlm City, State,Zip:Centerville, MA 02653 Designer: Customer: GEORGE DAVIS Company: Shepley Wood Products Code reports: ESR-1040 Misc: I � v - . _. TM w B0 04-oaoo, B1 Total Horizontal Product Length=04-00-00 Reaction Summary(Down I Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 2,057/0 1,165/0 B 1, 3-1/2" 269/0 139/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 116% 160% 126% 1 Standard Load Unf.Area(lb/ft^2) L 00-00-00 04-00-00 40 10 01-04-00 2 Reaction from Desi... Conc. Pt. (Ibs) L 00-06-00 00-06-00 2,113 1,213 n/a Controls Summary Value %Allowable Duration Case Location Pos. Moment 866 ft-Ibs 6.2% 100% 1 00-06-00 End Shear 689 Ibs 10.9% 100% 1 01-01-00 Total Load Defl. U999(0.003") n/a n/a 1 01-09-04 Live Load Defl. U999(0.002") n/a n/a 2 01-09-04 Max Defl. 0.003" n/a n/a 1 01-09-04 Span/Depth 4.5 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 3-1/2"x 3-1/2" 3,222 Ibs n/a 35.1% Unspecified B1 Post 3-1/2"x 3-1/2" 408 Ibs n/a 4.4% 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. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Fastener Man ufacturer:TrussLok(tm) i, M J Page 1 of 2 f ®Boise Cascade Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\F1301 Dry 1 span No cantilevers 1 0/12 slope July 11,2016 16:02:41 BC CALC®Design Report Build 4516 File Name: G Davis_68 Halyard Job Name: Vaillancourt Description: Designs\FB01 Address: 68 Halyard Way Specifier: jim City, State,Zip:Centerville, MA 02653 Designer: Customer: GEORGE DAVIS Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure �.I b d Completeness and accuracy of input must �I be verified by anyone who would rely on a output as evidence of suitability for • • • particular application.Output here 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 a 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=4" d=24" e minimum= 1" BC CALC®,BC FRAMER®,AJSTM ALLJOISTO,BC RIM BOARDTM,BCI®, Connection design assumes point load is top-loaded. For connection design of side-loaded BOISE GLULAMTM SIMPLE FRAMING point loads, please consult a technical representative or professional of Record. SYSTEM®,VERSA LAM®,VERSA-RIM. PLUS®,VERSA-RIM®, All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. VERSA-STRAND®,VERSA-STUD®are All TrussLok screws may be installed from one side of multiply Versa-Lam beams. trademarks of Boise Cascade wood Member has no side loads. Products L.L.C. Connectors are: FMTSL338 . t X ®Boise Cascade Quadruple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor l3eam\Ceiling\Fl301 Dry 1 span No cantilevers 1 0/12 slope May 20,2016 13:30:49 BC CALC®Design Report Build 4516 File Name: G Davis_68 Halyard Job Name: Vaillancourt Description: CEILING VER 1 Address: 68 Halyard Way Specifier: jim City, State,Zip:Centerville, MA 02653 Designer: Customer: GEORGE DAVIS Company: Shepley Wood Products Code reports: ESR-1040 Misc: I I I I I n; ris•. 16-03-00 BO B1 Total Horizontal Product Length= 16-03-00 Reaction Summary(Down I Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 2,113/0 1,213/0 B1, 3-1/2" 2,112/0 1,213/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 116% 160% 125% 1 Standard Load Unf.Area(lb/ft^2) L 00-00-00 16-03-00 20 10 13-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 12,757 ft-Ibs 45.7% 100% 1 08-01-08 End Shear 2,882 Ibs 22.8% 100% 1 01-01-00 Total Load Defl. U331 (0.572") 72.5% n/a 1 08-01-08 Live Load Defl. U521 (0.364") 69.1% n/a 2 08-01-08 Max Defl. 0.572" 57.2% n/a 1 08-01-08 Span/Depth 19.9 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material .Bo Post 3-1/2"x 7" 3,325 Ibs n/a 18.1% Unspecified B1 Post 3-1/2"x 7" 3,325 Ibs n/a. . 18.1% 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. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Fastener Man ufacturer:TrussLok(tm) NO!'ZIAIC' ' ZO Z 1��15 Jv fuiict! k ®Boise Cascade Quadruple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\CeilingT1301 Dry 1 span No cantilevers 1 0/12 slope May 20, 2016 13:30:49 BC CALC®Design Report Build 4516 File Name: G Davis_68 Halyard Job Name: Vaillancourt Description: CEILING VER 1 Address: 68 Halyard Way Specifier: jlm City, State,Zip:Centerville, MA 02653 Designer: Customer: GEORGE DAVIS Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure �I b d Completeness and accuracy of input must LI be verified by anyone who would rely on a output as evidence of suitability for . fe • particular application.Output here based C 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 e 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=4" d=24" e minimum= 1" BC CALC®,BC FRAMER®,AJSTM' ALLJOISTO,BC RIM BOARD-,BCI®, BOISE GLULAMTm,SIMPLE FRAMING Calculated Side Load= 195.0 Ib/ft SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, Beams 7 inches wide will be assumed to be either top-loaded only, or equally loaded from VERSA-STRAND®,VERSA-STUD®are each side. trademarks of Boise Cascade Wood All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. Products L.L.C. All TrussLok screws may be installed from one side of multiply Versa-Lam beams. Connectors are: FMTSL634 Boise Cascade Quadruple 1-3l4°' x 11-7l8" !lER..Q A-LAN!® 2.0 3100 .Q .P Floor Eearnk...1FEO1 Dry 11 span I No cantilevers 1 0/12 slope May 20,2016 13:31:11 BC CALCO Design Report Build 4516 File Name: G Davis_68 Halyard Job Name: Vaillancourt Description: SECOND FLOOR BEAM Address: 68 Halyard Way Specifier: jlm City, State,Zip:Centerville, MA 02653 Designer: Customer: GEORGE DAVIS Company: Shepley Wood Products Code reports: ESR-1040 Misc: l l l l l i l l l l l I I 1 1 1 2 9 O V ! `' ` `- �i _.. 'X' 'La?' �''°.+ys s r f .yy s n°£t.' %'•I $r' R >....ems ...-...+'k ...at:�y.........l:Ar ,..C`%.-.:.�Nar .T+e..eRr.4"b.'2�e ... J .� ,'.�.7YJ.•'rlt..�..+>..T..2 .C%... tV.. i:�tY4'U'_.L- .o.°eh..n t 16-03-00 BO B1 Total Horizontal Product Length=16-03-00 Reaction Summary(Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO,3-1/2" 3,352/0 4,200/0 502/0 B1 3,370/0 4,221 /0 505/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% __ 116% 160% 126% 1 Standard Load Unit.Area(lb/ft^2) L 00-00-00 16-03-00 40 10 07-05-00 2 Unf. Lin. (lb/ft) L 00-00-00 16-03-00 117 420 62 n/a Controls Summary Value %Allowable Duration Case Location Pos. Moment 28,896 ft-Ibs 67.9% 100% 1 08-01-04 End Shear 6,358 Ibs 40.3% 100% 1 01-03-06 Total Load Defl. U286(0.66") 83.9% n/a 1 08-01-04 Live Load Defl. U645(0.293") 55.8% n/a 4 08-01-04 Max Defl. 0.66" 66% n/a 1 08-01-04 Span/Depth 15.9 n/a n/a 0 00-00-00 %.Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 3-1/2"x 3-1/2" 7,552 Ibs n/a 82.2% Unspecified 131 Hanger 4"x 7" 7,592 Ibs 92.7% 36.1%. HGUS7.25/12 Cautions Member is not fully supported at post BO. A connector is required at this bearing. Header for the hanger HGUS7.25/12 at 131 is a Single 3-1/2"x 11-7/8"VERSA-LAMO 2.0 3100 SP. Hanger HGUS7.25/12 requires(56) 10d face nails, (20) 10d joist nails. 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. Hanger Manufacturer: Simpson Strong-Tie, Inc. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Fastener Manufacturer:TrussLok(tm) Page 1 of 2 Boise Cascade Quadruple 1-3/4" x 11-7/8" VERSA-LAM@ 2.0 3100 SP Floor Beaml...T1301 Dry 1 span No cantilevers 1 0/12 slope May 20,2016 13:31:11 BC CALCO Design Report Build 4516 File Name: G Davis_68 Halyard Job Name: Vaillancourt Description: SECOND FLOOR BEAM Address: 68 Halyard Way Specifier: jlm City, State,Zip:Centerville, MA 02653 Designer: Customer: GEORGE DAVIS Company: Shepley Wood Products Code reports: ESR-1040 Misc: 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 c particular application.Output here 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 e building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c=3-15/16" (800)232-0788 before installation. b minimum=4" d= 12" e minimum= 1" BC CALCO,BC FRAMER®,AJSTM' ALLJOISTO,BC RIM BOARDTM'BCI@, BOISE GLULAMM,SIMPLE FRAMING Calculated Side Load=969.8 Ib/ft SYSTEM@,VERSA-LAM®,VERSA-RIM PLUS@,VERSA-RIM@, Beams 7 inches wide will be assumed to be either top-loaded only, or equally loaded from VERSA-STRAND@,VERSA-STUD@ are each side. trademarks of Boise Cascade Wood All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. Products L.L.C. All TrussLok screws may be installed from one side of multiply Versa-Lam beams. Connectors are: FMTSL634 � �Pont" Boise Cascade Double 1-3/4" x 11-7/8" VERSA-LAMA® 2.0 3100 SP Floor Seam\2nd Floor\FS02 Dry 1 span I No cantilevers 1 0/12 slope May 20,2016 13:31:12 BC CALC8 Design Report Build 4516 File Name: G Davis_68 Halyard Job Name: Vaillancourt Description: Designs\2nd Floor\FB02 Address: 68 Halyard Way Specifier: jlm City, State,Zip:Centerville, MA 02653 Designer: Customer: GEORGE DAVIS Company: Shepley Wood Products Code reports: ESR-1040 - Misc: 3 05-00-00 BO 131 Total Horizontal Product Length=05-00-00 Reaction Summary(Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 3,472/0 3,335/0 307/0 B1, 3-1/2" 2,269/0 2,156/0 197/0 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 05-00-00 40 10 01-04-00 2 Reaction from Desi... Conc. Pt. (Ibs) L 02-00-00 02-00-00 3,361 4,211 504 n/a 3 Reaction from Desi... Conc. Pt. (Ibs) L 02-00-00 02-00-00 2,113 1,154 n/a Controls Summary Value %Allowable Duration Case Location Pos. Moment 11,902 ft-Ibs 55.9% 100% 1 02-00-00 End Shear 6,706 Ibs 84.9% 100% 1 01-03-06 Total Load Defl. U999(0.036") n/a n/a 1 02-04-08 Live Load Defl. U999(0.018") n/a n/a 4 02-04-08 Max Defl. 0.036" n/a n/a 1 02-04-08 Span/Depth 4.6 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) - Value Support Member Material BO Post 3-1/2"x 3-1/2" 6,807 Ibs n/a 74.1% Unspecified B1 Post 3-1/2"x 3-1/2" 4,425 Ibs n/a 48.2% 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. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Fastener Manufacturer:TrussLok(tm) Page 1 of 2 d4�0iBo;seCascade Double 1-3/4" x 11-7/8" VERSA-LAM@ 2.0 3100 SP Floor Deamk2nd FloorlF1302 Dry 11 span I No cantilevers 1 0/12 slope May 20,2016 13:31:12 BC CALC&Design Report Build 4516 File Name: G Davis_68 Halyard Job Name: Vaillancourt Description: Designs\2nd Floor\FB02 Address: 68 Halyard Way Specifier: jlm City, State,Zip:Centerville, MA 02653 Designer: Customer: GEORGE DAVIS Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure �►I b d — Completeness and accuracy of input must LI be verified by anyone who would rely on a output as evidence of suitability for • • • particular application.Output here 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 e building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c=7-7/8" (800)232-0788 before installation. b minimum=4" d=24" e minimum= 1" BC CALC®,BC FRAMERO,AJST"^ ALLJOISTO,BC RIM BOARDTM,BCIO, Connection design assumes point load is top-loaded. For connection design of side-loaded BOISE GLULAMTM SIMPLE FRAMING point loads, lease consult a technical representative or professional of Record. SYSTEM®,VERSA-LAM®,VERSA-RIM P P p p PLUS®,VERSA-RIMO, All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. VERSA-STRAND(D,VERSA-STUD®are All TrussLok screws may be installed from one side of multiply Versa-Lam beams. trademarks of Boise Cascade wood Member has no side loads. Products L.L.C. Connectors are: FMTSL338 L S BoiseCascade Quadruple 1-3/4" x 9-1/2" VERSA-LAND 2.0 3100 SID Floor Seam\Celling1FE01 Dry 1 span No cantilevers 1 0/12 slope May 20, 2016 13:30:49 BC CALCO Design Report Build 4516 File Name: G Davis_68 Halyard Job Name: Vaillancourt Description: CEILING VER 1 Address: 68 Halyard Way Specifier: jlm City, State,Zip: Centerville, MA 02653 Designer: Customer: GEORGE DAVIS Company: Shepley Wood Products Code reports: ESR-1040 Misc: 5 1 �6.-•_ :ri ka f i,.;T"_ { r r X!_`?u�...- h R �s r� �" �.:� 1. as rd r � r � ....., �'";,• '"r -•. 16-03-00 B0 61 Total Horizontal Product Length=16-03-00 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 2,113/0 1,213/0 61, 3-1/2" 2,112/0 1,213/0 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 16-03-00 20 10 13-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 12,757 ft-Ibs 45.7% 100% 1 08-01-08 End Shear 2,882 Ibs 22.8% 100% 1 01-01-00 Total Load Defl. U331 (0.572") 72.5% n/a 1 08-01-08 Live Load Defl. U521 (0.364") 69.1% n/a 2 08-01-08 Max Defl. 0.572" 57.2% n/a 1 08-01-08 Span/Depth 19.9 n/a n/a 0 - 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 3-1/2"x 7" 3,325 ibs n/a 18.1% Unspecified 61 Post 3-1/2"x 7" 3,325 lbs n/a 18.1% 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. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Fastener Manufacturer:TrussLok(tm) Boise Cascade Quadruple 1-3/4" x 9-1/2" VERSA-LAM@ 2.0 3100 SP Floor BeamXCeiling1F601 Dry 1 span No cantilevers 1 0/12 slope May 20,2016 13:30:49 BC CALCO Design Report Build 4516 File Name: G Davis_68 Halyard Job Name: Vaillancourt Description: CEILING VER 1 Address: 68 Halyard Way Specifier: ilm City, State,Zip:Centerville, MA 02653 Designer: Customer: GEORGE DAVIS Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure b d Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for • • • particular application.Output here based c 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 e 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=4" d=24" e minimum= 1" BC CALL®,BC FRAMER@,AST"" ALLJOIST@,BC RIM BOARD-,BCI@, BOISE GLULAM-,SIMPLE FRAMING Calculated Side Load= 195.0 Ib/ft SYSTEM@,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@, Beams 7 inches wide will be assumed to be either top-loaded only, or equally loaded from VERSA-STRAND@,VERSA-STUD@ are each side. trademarks of Boise Cascade Wood All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. Products L.L.C. All TrussLok screws may be installed from one side of multiply Versa-Lam beams. Connectors are: FMTSL634 ®Boise Cascade Double 1-3/4" x 11-7/0" VERSA-LAM@ 2.0 3100 SP Floor EeamlCeiling1FS02 Dry 11 span I No cantilevers 1 0/12 slope May 20,2016 13:30:50 BC CALCO Design Report Build 4516 File Name: G Davis_68 Halyard Job Name: Vaillancourt Description: CEILING VER 2 Address: 68 Halyard Way Specifier: jim City, State,Zip:Centerville, MA 02653 Designer: Customer: GEORGE DAVIS Company: Shepley Wood Products Code reports: ESR-1040 Misc: {'�- �k ,--• Yam"- . r xg�'":e+,$+c w "+.i t',4 �, rz., G Sa aF r..a1.,,v.tsti ya ','m" m•'1.5T".W+i .+r.3 �;p' r '''a ;r...9 +H^r.+:s . s t,a �4wr 16-03-00 BO 61 Total Horizontal Product Length=16-03-00 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 2,113/0 1,154/0 B1, 3-1/2" 2,112/0 1,154/0 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 16-03-00 20 10 13-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 12,532 ft-Ibs 58.9% 100% 1 08-01-08 End Shear 2,751 Ibs 34.8% 100% 1 01-03-06 Total Load Defl. U329(0.576") 72.9% n/a 1 08-01-08 Live Load Defl. U509(0.372") 70.8% n/a 2 08-01-08 Max Defl. 0.576" 57.6% n/a 1 08-01-08 Span/Depth 16 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 3-1/2"x 3-1/2" 3,267 Ibs n/a 35.6% Unspecified B1 Post 3-1/2"x 3-1/2" 3,267 Ibs n/a 35.6% 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. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Fastener Man ufacturer:TrussLok(tm) i Page 1 of 2 S BoiseCascade Double 1-3/4" x11-7/8" VERSA-LAM® 2.03100SP Floor Beam\Ceilirg\FB02 Dry 1 span No cantilevers 1 0/12 slope May 20,2016 13:30:50 BC CALC®Design Report Build 4516 File Name: G Davis_68 Halyard Job Name: Vaillancourt Description: CEILING VER 2 Address: 68 Halyard Way Specifier: jlm City, State,Zip:Centerville, MA 02653 Designer: Customer: GEORGE DAVIS Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure �.I b d — Completeness and accuracy of input must LI be verified by anyone who would rely on a output as evidence of suitability for • • • particular application.Output here based on building code-accepted design rties and analysis methods. • �—• • Installation ll of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable e building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c=7-7/8" (800)232-0788 before installation. b minimum=4" d=24" e minimum= 1'' BC CALC@,BC FRAMER®,AJSTM, ALLJOIST@,BC RIM BOARD-,BCI@, BOISE GLULAMM,SIMPLE FRAMING Calculated Side Load= 195.0 Ib/ft SYSTEM®,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@, All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. VERSA-STRAND@,VERSA-STUD@ are All TrussLok screws may be installed from one side of multiply Versa-Lam beams. trademarks of Boise Cascade wood Connectors are: FMTSL338 Products L.L.C. _ Town of Barnstable B ildl g Post;h c rd So That it is`Visible From the Stree proved Plans Must be,Retained on'Job and this Card Must be Kept • DARNS'1`ABLE. •. +: - Posted Until Final Inspection Haim6een.Nlade r h : Permit i639 1 k <. Where a Certificate'of,Occupancy.�s-Required;such Building"shall Not be Occupied-,ntil a Final Inspection has been made Permit No. B-18-439 Applicant Name Carl Rebello Approvals Date Issued: 03/01/2018 Current Use.: . Structure Permit Type: Building-Insulation-Residential Expiration Date: 09/01/2018 foundation: Location: 68 HALYARD WAY,CENTERVILLE Map/Lot 194-092 Zoning District: RC Sheathing`. Owner on Record: VAILLANCOURT,LOUIS 1&BYRNE,KELLY J ,, = Contractor,Name` arl J Rebello Framing: 1 Address: 68 HALYARD WAY q Contractor License CS=084358 2 =� ,_ ,a... _.� CENTERVILLE, MA'0263.2 Est Project Cost: . $4,258.00 Chimney: Description: Insulation&Alr Sealing „. V, Permit Fee: $85.00 - , j insulation: Project Review Req: Fee Paid4° $85:00 Date 3/1/2018 Final Plumbing/Gas Rough Plumbing: Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Rough Gast All work authorized by this permit shall conform to the approved applicationtand 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 bylaws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or'foad and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work: fl 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 Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy 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 ViM2 f -Commonwealth of Massachusetts Sheet Metal Permit . Map Parcel Date:. AE O-016 ® Permit# I Estimated Job Cost: $ �� `— � � � Permit Fee: $ Plans Submitted: YES Z016 Plans Reviewed: YES NO Business License# ��6 `Ai t License# Business Information: Property Owner/Job Location Information: Name: Name: 9i1/-t_-,eV6t Street: �'v�`li�d er ��ti�' Street: City/Town: _fs0o1LXA %vz.7� /yl. City/Town: 4�Z,4e, ix/ Telephone: 5,5,rq '75"S"5- Telephone: Photo I.D. required Copy of Photo I.D. attached: YES_� NO Stan Initial # J-1/ �-1-unrestricted J-2/M-2-restricted to dwellings 3-stories or less and commercial up to 10,000 sq. $./2-stones or less i Residential: 1-2 family V" Multi-family Condo/Townhouses Other Commercial: Office Retail Industrial Educational j i Fire Dept.Approval Institutional_ Other. Square Footage: under 10,000 sq. ft. V" over 10,000 sq. ft. Number of Stories: r Sheet metal work to be completed: New Work: Renovation: HVAC/ Metal Watershed Roofing Kitchen Exhaust System Metal Chimney/Vents Air Balancing Provide detailed description of work to be done: - t I _ i " INSURANCE COVERAGE: - i . I have a current liability insurance policy or its equivalent which meets the requirements of M.G.L.Ch.112 Yes R No ❑ If you have checked Y L indicate the type of coverage by checking the appropriate box below: i A liability insurance pdficy [� Other type of indemnity.❑ Bond OWNER'S INSURANCE WAIVER:I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws,and that my signature on this permit application waives this requirement. Check One Only Owner ❑ Agent ❑ Signature of Owner or Owners Agent By checking this box0,I hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be t in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Duct inspection required prior to insulation installation:YES NO Progress Ins ecn lions iDate Comments Final Inspection Date Comments f Type of License: 3y D-1 aster I Title ❑Master-Restricted :'ity/Town ❑Joumeyperson . Signature of Licensee "ermit# ❑Joumeyperson-Restricted License Number. Check at www,mass.ggv/d®I i nspector Signature of Permit Approval { { �f i o�TM� Town of Barnstable Regulatory Services i w Thomas F.Geiler,Director 1 Building Division Tom Perry,Building Commissioner 200 Main Street Hyamis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must , Complete and Sign This Section if Using A Builder F I, ��/ �'� ,as Owner of the subject property hereby authorize_Jy"W� l d �t�t to act on my behalf, in all matters relative to work authorized by this building permit A 7 '0' d x (Address of Job) ' *Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled before fence is installed and pools are not to be utilized until all final inspections are performed and accepted. - 4 Stpoe of Owner Signa e o Applicant . Print Name Print Name Date Q:F6RMS:0WNERPMWSSI0NP00LS e ` The Commonwealth.of Massachusetts' Department of Industrial A*dentr Office of Investigations 600 Washington Street Boston,MA 02111 . .U!F www.mass.gov/dia Workers' Compensation Insurance Affidavit: Bnilders%Contractors/Electricians/Plumbers Applicant Information Please Print Lei 1 Name(Bussi=d0ig=izationftdividna0: Address: 8 City/State/Zip:, Phone.#: Are you an employer?Check the appropriate bog: -Type of project(required) 1.LJ I am a employer with -4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors6. ❑New construction . 2.❑ I am a•sole proprietor or partner- listed on the-attached sheet, 7. [remodeling ship and have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity. employees and have workers' 9. ❑Building addition [No workers'comp.insurance comp.insurance. t required-] 5. ❑ We are a corporation and its 10.❑-Electrical repairs or additions officers have exercised their 11. Plumb' repairs or additions ' 3.❑ I am a homeowner do' tiIl work ❑ ?� eP mg _ myself [No worlceis'comp. right of exemption per MGL 12.❑hoof repairs insurance id.]t c. 152,§1(4),and we have no employees.[No workers' 13.❑ Other���C comp.insurance regiffied.] $Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowatn who submit this affidavit indicating they are doing all work and then him outside contractors must submit anew affidavit indicating such. tContractorr that check this box must attached as additional sheet showing the name of the subcontractors and state whether or not those entities have employees. If the subtontractozs b6z employees,they must provide their worlo rs'comp.policy number. I am an employer that isproviding workers'compensation insurance for my employees Below is thepolity and job site _ information. Insurance Company Name: t� Policy#or Self-ins.Lic.A IF C L S,3 Expiration Date: G Job Site Address: //s Cit},/State/Zip: Attach a copy of the workers'compensation policy declaration page'(showing the policy number and expiration date). Faihire.to secu a coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up tb$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certi° under a and aloes of perjury that the information provided above is true and correct Signature: Date: .Z �/(0 Phone#: Official use only. Do not write in this area,tb be completed by city or town offu:iaL City or Town: Permit/License# .Issuing Authority(circle one): A.Board of Health_ 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector � 6.Other Contact Person: Phone#: i COMMONWEALTH OF MA..SSACHUSETTS ; . SHEET'�VIElALWORKERS ` <>'`''< ISSUES THE-:FOLLOWING LICENSE <`..MASTER-UNRESOT:RIGTED' a i PETER J HASSETT M¢u s n 68 WINTER ST ! HASSETT PLDMBING 8�_HEAMNG,INC. Iz YARMOUTH PORT,MA.-,,02675-1246 «:.1 3 11 '02/28/201:8..::;><::::: ,' 17954 I,, �. .D 07/28/2016 08:32 7814494269 BOYNTON INSURANCE PAGE 01/01 CERTIFICATE OF LIABILITY INSURANCE 1 DATE(MMroDIY6 7/28/201 MIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT- If the certfficata holder is an ADDITIONAL INSURED, the policy(les)must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this Certificate does not confer rights to the certificate holder In lieu of such endorsements . CONTACT Boynton InS1 PRODUCER NAME: � ... _ - PHONE TIAX (781)440-4299 Boynton Insurance Agency _(0_N9,.e,clr (791)449-6766 �tarc,Noh _ 72 River Park Street gp ;oertiticetee@boyntonias.vom ARODUGM 90001450 • c_us7onnP�e.lox.—.. _ - -Needham MA 02494 - RER( AFFORDINOCOVERAAE-_, - NAICII • ._. .. _ .._ INSU—J INSURED INSURERA.Norfolk & Dedham Mutual Fire Hassett plumbing & Heating, Inc. INSURER 0:Hartford Fire Insurance Co 8 Skipper Lane INSURERC I - - - -.. — -- INSURER D 1 INSURER E t ..._ - .... •••-- Yarmout.hport MA 02675 RERF: COVERAGES CERTIFICATE NUMBE11:10Iaster Cart REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE.AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. _ CICY EFF P EXP LIMITS iNSRL R TYPE OF INSURANCE POLICY NUMBER O GENERAL LIABILITY EACH OCCURRENCE 1$ 1,000,000 100,000 :X COMMERCIAL GENERAL LIABILrrY 83B°�"'�L•• $ - A I -_ CLAIMS•MADE OCCUR L,356277A, /13/2016 /13/2017 MED EXp(Anyone person $ _ 5,000 1 1,000,000 PERSONAL 6 ADV INJURY S GENERAL AGGREGATE S 2,000,000 GEML AGGREGATE LIMIT APPLIES PER' PRODUCTS-COMP/DP AGO 6 2,000,000 X POLICY r^PRO- Loc S _ AUTOMOaILE LIABILITY COMBINED SINGLE LIMIT $ IEe gcddenq . ANY AUTO BODILY INJURY(Per person) $ ALL OWNED AUTOS BODILY INJURY(Per accldeM) a SCHEDULED AUTOS PROPERTY DAMAGE 3 HIRED AUTOS (Per emltlenl) $ NON•OWNEDAUTOS - - "--- $ UMBRELLA LIAR OCCUR EACH OCCURRENCE _ S !(CE� CLArnA3 rMDE AGGREGATE $ .- $ DEDUCTIBLE NTION $ VYC STATU• OTH WORKERS COMPENSATION X TORY_LIMLTS_,I_ -• AND EMPLOYERS'LIABILIIY Y/N I 8ioECCb3321 2/07/2019 2/07/2016 E.L.EACH ACCIDENT $ 100,000 ANY PROPRIETOR/PARTNERMXFCUTIVE NIA A OFFICERIMEMBER EXCLUDEDI N E.L.DISEASE•EA EMPLOYE $ 1.00,ODO B (MendRloryInNMI -- : I n deBer be under E.L DISEASE•POLICY LIMB 5 500,000 D RIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (Arad+ACORD 101,Addldonal ROMAM Schaduld,If Mrs space M roqui" CERTIFICATE HOLDER CANCELLATION (509)790-6230 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Town. of Barnstable Building Department AUTHORIZEDREPREaENTATIVE 200 Main Street Hyannis, MA 02601 Anthony Boynton/AL8 ACORD 26(2009109) 01988.2009 ACORD CORPORATION. All rights reserved. INS026(2o0so9) The ACORD name and logo are registered marks of ACORD CAPE COO INSULATION' _ °I°°K QV U-1153 M6Tfp11O 1Ui1iND4P IARS OUtTi KS INiU1AtIpN CtIlINpS ' - 1-800-696-6611 `Gown of Barnstable Regulatory Services BLiddi.ng Division x 200 Main wit - Hyannis, MA 02601. Dear Building Inspecior' - Please accept this Affidavit as documentation that Cape Cod insulation, Inc. performed .. completed the insulation and weatherizatiori work at the property listed below. Cape Cori lnsulation did this in accordance to the speciticatioris listed on the building pert iit application. All work has been inspected'by a certified Building Performance Institute (BP•1) inspector, All work preformed meets of exceeds.Federal & State Requirements. 7. ,. Property Owtlez• Property Address _ Villa,Fze a Y4,t o r (,e4 41 llJf r y lrisulation Installed: Fiberglas's `Cellulose R-Value FRestrict6d. Umes c.ted ceilings Slopes Wtllls )., (, Y: Sincerely He I. L 'as. y Jr, President- ('I. _ " e Cod Iz ulation, Inc. . . r TOWN OF B-ARNSTABLE BUILDING PERMIT APPLICATION i OF SARNISTIaBLE // I Map .�q Parcel Qd Application # �i �! f7 Health Division �i-16 �3.`.Y 24 j t1. ! Date Issued Conservation Division _ Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _Preservation / Hyannis _ F7 hn kzt. S ENT Project Street Address GP Village Owner Lau ('A t' Va � m h c(7�,�t Address SO,OAX, Telephone SAL I�4_ q o Permit Request A�u,l!t �ZKA z Aar adldio'ju AA,t, c, Square feet: 1 st floor: existing proposed 2nd floor: existing _proposed __Total new Zoning District Flood Plain _Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑ No. If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure i Historic House:. ❑Yes I(No On Old King's Highway: ❑ Jul Yes No Basement Type: XFull ' ❑ Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft)- Number of Baths: Full: existing_ new _ Half: existing new Number of Bedrooms: existing Q new Total Room Count (not including baths): existing new- First Floor Room Count Heat Type and Fuel: Gas ❑ Oil ❑ Electric ❑ Other Central Air: WYes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: CJ existing ❑ new size — Other: Zoning Board of Appeals Authorization ❑ Appear# Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use _ Proposed Use APPLICANT INFORMATION - — — _ _JBUILDER OR HOMEOWNER) Name C Telephone Numbera _ 0 c�o2 Address -_A rG(,t License # Og& U u it Y ikcli kik, _��Ov Ch Home Improvement Contractor# rsor Aeoedavi sjn�� C�rti.=_ . Worker's Compensation # Q ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE i k ,4 FOR OFFICIAL USE ONLY APPLICATION# r, DATE ISSUED MAP/PARCEL NO. x ` - ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE " ELECTRICAL: ROUGH FINAL r , _ PLUMBING: ROUGH FINAL 'f GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. s &2. (11.1"21042L61ealM,o���aac/u�eC Office of Consumer Affairs&Business Regulation License or registration valid for individual use only . HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: f Consumer Affairs and Business Rea ulation _ Registration"'` f60164 Type: Officeo Expiration:= 7(2L20_18 Private Corporation 10 Park Plaza-Suite 5170 r:, , , Boston,MA 02116 GEORGE DAVIS, GEORGE DAVIS a :, 33 NORTH MAIN STREET=-- :L SOUTH YARMOUTH,MA 02664 Undersecretary Not valid without signature . Massachusetts -Department of Public Safety ^..3ao, of i3u,iwfirg �egu;ations and Standards n___.____ • L1U JU lIG c____I_Y.eIJUI___ I.0 UJII Ul Il License: CS-056130 GEORGE F DAVIS` 33 N MAIN ST O r S YARMOUTH MA 026674, v-2� Expiration Commissioner 03/01/2017 j 1 The Commonwealth of Massachusetts W Department of Industrial Accidents I Congress Street, Suite 100 Boston,MA 02114-2017 www mass.gov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name (Business/Organization/Individual): G 3 ay(f �T a c( (� U Address: jj NQ rt L M O- 1l (� L City/State/Zip:0 t,l�- /�'L r lk OlA. ,L fyI() 6 -Phone#:� Are you an employer?Check the appropriate box: Type of project(required): 10I am a employer with I I mployees(full and/or part-time).* 7. E]New construction 2. I am a sole proprietor or partnership and have no employees workin for me in ❑ p p p pg 8. Remodeling any capacity.[No workers'comp.insurance required.] 9. ❑D molition 3.F�I am a homeowner doing all work myself.[No workers'comp.insurance required.]t 10 Building addition 4.❑I am a homeowner and will be hiring contractors to conduct all work on my property. I will ensure that all contractors either have workers'compensation insurance or are sole l l.❑Electrical repairs or additions proprietors with no employees. . 12.EJ Plumbing repairs or additions 5.M I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.� p ROof repairs These sub-contractors have employees and have workers'comp.insurance.: 6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 14.❑Other 152,§1(4),and we have no employees.[No workers'comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. *Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have . employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site . information. g �y-- Insurance Company Name: 4_13,rocu'aiccL t4.(R(ly ZY( P�C ' I K r(,(,MKV Policy#or Self-ins.Lic.#: W C,C L MO 14 J 9 Q cZ 0 16 A Expiration Date: Job Site Address: lop kaLp,rd, W Q,V City/State/Zip: l,eYL t e Attach a copy of the workers' co pensation policy eclaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties ofperjury that the information provided above is true and correct Signature: Date: S 1 a,i I/r Phone#: ;h U `,3 9 4 - M d�, Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: GEORDAV-01 TRAMIREZ A►COR®' CERTIFICATE OF LIABILITY INSURANCE DATE 3 412 DIYYYY) `-� 14/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Mason&Mason Insurance Agency,Inc. PHONE 781 447-5531 FAX 458 South Ave. AIc No Ext:( ) A/c No):(781)447-7230 Whitman,MA 02382 AI DRLEss:info@masonandmasoninsurance.com INSURER(S)AFFORDING COVERAGE NAIC# INSURERA:The Travelers Indemnity Compan 25658 INSURED -INSURER B:NGM Insurance Company 14788 George Davis,Inc., INSURER C:Associated Industries Insuranc 33 North Main St. INSURER D: South Yarmouth,MA 02664-3437 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MMIDDY MMIDD/YYYY LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE Is 1,000,000 CLAIMS-MADE a OCCUR 680790OM2261642 01/12/2016 01/12/2017 DAMAG TO RENTED 300,000 PREMISES Ea occurrence $ MED EXP(Any one person) $ 50,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY PRO- JECT LOC PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ 1,000,000 B ANY AUTO M9M28491 10/26/2015 10/26/2016 BODILY.INJURY(Per person) $ 20,000 ALL OWNED X SCHEDULED BODILY INJURY(Per accident) $ 40,000 NON-OVVNAUTOS AUTOS X HIRED AUTOS X AUTOS ED PerraccdenDAMAGE $ 1,000,000 $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION X PER -0TH- AND EMPLOYERS'LIABILITY STATUTE ER C ANY PROPRIETOR/PARTNER/EXECUTIVE YIN WCC50050143902016A 03/05/2016 63105/2017 E.L.EACH ACCIDENT $ 500,000 OFFICER/MEMBER EXCLUDED? FN] N/A - (Mandatory In NH) E.L.DISEASE-_EA EMPLOYEE $ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additlonal Remarks Schedule,maybe attached If more space Is required) Office Copy CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN George Davis,Inc.North Main Street ACCORDANCE WITH THE POLICY PROVISIONS. South Yarmouth,MA 02664 AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD • saxxs'rasie, 1639 MASS. ,0� Town of Barnstable RFD MA'S A Regulatory Services Richard V.Scali,Director Building Division Thomas Perry,CBO : Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508=790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, 0 U L f Val U l c o U-Y t , as Owner of the subject property hereby authorize �� eA ra G � Q,V L f 1 to act on my behalf, in all matters relative to work authorized by this building permit application for: L Address of Jo ) Signature of Owner Date Print Name _ y If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. C:\Users\Decollik\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\2PIOlDHR\EXPRESS.do6" Revised 040215 i REScheck Software Version 4.6.2 Compliance Certificate Project Energy Code: 2012 IECC Location: Centerville (Barnstable), Construction Type: Single-family Project Type: Addition Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Compliance: 0.0%Better Than Code Maximum UA: 90 Your UA: 90 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Cavit� Cont. Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 500 38.0 0.0 0.030 15 Ceiling 2: Cathedral Ceiling 150 30.0 0.0 .0.034 5 Wall 1:Wood Frame,24"o.c. 740 21.0 0.0 0.056 35 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 118 0.300 35 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2012 IECC requirements in REScheck Version 4.6.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Report date: 04/13/16 Data filename: Untitled.rck Pagel of 8 REScheck Software Version 4.6.2 Inspection Checklist Energy Code: 2012 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table,a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comm ents/Assumptions & Req.ID 103.1, ;Construction drawings and ❑Complies 103.2 (documentation demonstrate ❑Does Not [PR1]1 ;energy code compliance for the ;building envelope. ❑Not Observable , ❑Not Applicable 103.1. ',Construction drawings and ; ❑Complies 103.2, ;documentation demonstrate. ; ❑Does Not 403.7 ;energy code compliance for [PR3]1 lighting and mechanical systems. ❑Not Observable , V 'Systems serving multiple ❑Not Applicable ;dwelling units must demonstrate ;compliance with the IECC .Commercial Provisions. 302.1, j Heating and cooling equipment is, Heating: Heating: ;❑Complies 403.6 !sized per ACCA Manual S based Btu/hr Btu/hr :❑Does Not [PR2]2 ion loads calculated per ACCA Cooling: Cooling: :QNot Observable ; Manual J or other methods Btu/hr ; Btu/hr approved by the code official. ❑Not Applicable ; ; Additional Comments/Assumptions: 1 JHigh Impact(Tier 1) 12 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Report date: 04/13/16 Data filename: Untitled.rck Page 2 of 8 Section # Foundation Inspection Complies? Comments/Assumptions & Req.ID I T 303.2.1 iA protective covering is installed to ;❑Complies [FO11]2 protect exposed exterior insulation ElDoes Not and extends a minimum of 6 in, below ,grade. UNot Observable i ;❑Not Applicable 403,8 ;Snow-and ice-melting system controls;❑Complies [FO12]2 ;installed. ;❑Does Not i ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) -2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 04/13/16 Data filename: Untitled.rck Page 3 of 8 Section Plans Verified Field Verified'' # Framing/Rough-in Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ,Glazing U-factor(area-weighted U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.1, !average). :❑Does Not ;table for values. 402.3.3, Not Observable 402.3.6, ; ;❑ ❑ 402.5 ; ; Not Applicable [FR2]1 303.1.3 U-factors of fenestration products i r ❑Complies ; [FR4]1 I are determined in accordance �' []Does Not ;with the NFRC test procedure or ] �� ;taken from the default table. �, �.k',taken Observable ❑Not Applicable ; 402.4.1.1 ;Air barrier and thermal barrier t ❑Complies ; [FR23]1 !installed per manufacturer's z ❑Does Not instructions. [ ; d x ❑Nat Observable , ❑Not Applicable 402.4.3 I Fenestration that is not site built `; ❑Complies [FR20]1 I is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 Ior has infiltration rates per NFRC °w ❑Not Observable 1400 that do not exceed code f ❑Not Applicable ;limits. ? ' 402.4.4 IC-rated recessed lighting fixtures 41 10Complies [FR16]2 I sealed at housing/interior finish l " ❑Does Not I and labeled to indicate <_2.0 cfm ❑Not Observable I leakage at 75 Pa. ❑Not Applicable 403.2.1 ;Supply ducts in attics are R- R- ;❑Complies [FR12]1 '.insulated to >_R-8.All other ducts R- R- ;❑Does Not in unconditioned spaces or ;outside the building envelope are; ![]Not Observable insulated to >_R-6. ;❑Not Applicable 403.2.2 ;All joints and seams of air ducts, ❑Complies ; [FR13]1 lair handlers,and filter boxes are []Does Not ;sealed. U ❑Not Observable ; ❑Not Applicable 403.2.3 Building cavities are not used as ❑Complies [FR15]3 !ducts or plenums. ❑Does Not J ❑Not Observable IE]Not Applicable 403.3 !HVAC piping conveying fluids R- R- ;❑Complies ; [FR17]2 !above 105 4F or chilled fluids ;❑Does Not !below 55°F are insulated to>_R- �4 3 ;❑Not Observable , ❑Not Applicable 403.3.1 ;Protection of insulation on HVAC ,.,. ❑Complies ; [FR24]1 !piping. ❑Does Not ❑Not Observable ' ❑Not Applicable 403.4.2 Hot water pipes are insulated to ; R- R- ;❑Complies ; [FR18]2 3>_R-3. :❑Does Not ;❑Not Observable ❑Not Applicable 403 z 5 `Automatic or gravity dampers are []Complies [FRig] installed on all outdoor air _ ❑Does Not � intakes and exhausts. 1 t U ❑Not Observable , IE]Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 12 IMedium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 04/13/16 Data filename: Untitled.rck Page 4 of 8 f 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 04/13/16 Data filename: Untitled.rck Page 5 of 8 f section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 ;All installed insulation is labeled , "❑Complies [IN13]2 !or the installed R-values Vie; ❑Does Not provided. ❑Not Observable "q ❑Not Applicable 402.1.1, ;Wall insulation R-value. If this is a: R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, :mass wall with at least'/z of the ElWood ❑ Wood T❑Does Not ;table for values. 402.2.E ;wall insulation on the wall Mass ❑ Mass ;❑Not Observable [IN3]1 ;exterior,the exterior insulation ; requirement applies(FR10). ❑ Steel ❑ Steel ❑Not Applicable i ; ; COO 303.2 ;Wall insulation is installed per 10complies [IN4]1 ;manufacturer's instructions. z ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: I� 1 IHigh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 04/13/16 Data filename: Untitled.rck Page 6 of 8 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood ;El Wood :❑Does Not ;table for values. 402.2.2, 402.2.E ; ;❑ Steel ❑ Steel ;❑Not Observable [FI1]1 i ;❑Not Applicable I 303.1.1.1, ;Ceiling insulation installed per ❑Complies 303.2 i manufacturer's instructions. - ❑Does Not [F12]1 ;Blown insulation marked every gj 300 ftz. m ❑Not Observable r +- ❑Not Applicable 402.2.3 !Vented attics with air permeable ❑Complies [F122]2 insulation include baffle adjacent +{ ❑Does Not !to soffit and eave vents that {extends over insulation. ❑Not Observable ! - ❑Not Applicable 402.2.4 (Attic access hatch and door R- R- ;❑Complies [F13]1 !insulation >_R-value of the :❑Does Not !adjacent assembly. ❑Not Observable , I ;❑Not Applicable 402.4.1.2 i Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies [F117]1 lach in Climate Zones 1-2, and ! :❑Does Not <=3 ach in Climate Zones 3-8. ;❑Not Observable I ! ! ;❑Not Applicable 403.2.2 Duct tightness test result of<=4 cfm/100 cfm/100 ;❑Complies [FI4]1 1 cfm/100 ft2 across the system or ! ft2 ft2 ;❑Does Not I<=3 cfm/100 ft2 without air ! ;❑Not Observable handler @ 25 Pa. For rough-in ; ;tests,verification may need to ; ;❑Not Applicable occur during Framing Inspection. ; 403.2.2.1 ;Air handler leakage designated ::. ❑Complies [F124]1 '.by manufacturer at<=2%of ❑Does Not ! I design air flow. ; ❑Not Observable ; ❑Not Applicable PP 403.1.1 Programmable thermostats r ❑Complies [F19]2 I installed on forced air furnaces. :rt- ❑Does Not ❑Not Observable f' ❑Not Applicable 403.1.2 ;Heat pump thermostat installed _ <; - ❑Complies [F110]2 Ion heat pumps. ❑Does Not ! ❑Not Observable I ❑Not Applicable ; 403.4.1 {Circulating service hot water ,,. ❑Complies ; [FI11]2 ;systems have automatic or h";. ❑Does Not !accessible manual controls. _ - a ;: []Not Observable ' i ❑Not Applicable 403.5.1 ;AII mechanical ventilation system b �, ❑Complies [FI25]2 (fans not part of tested and listed + ' ❑Does Not ' HVAC equipment meet efficacy ; ;and air flow limits. m v ❑Not Observable , ! ❑Not Applicable ! 404.1 ;75%of lamps in permanent Y ❑Complies [FI6]1 (fixtures or 75%of permanent `" ❑Does Not ;fixtures have high efficacy lamps. Does not apply to low-voltage ❑Not Observable li htin ❑Not Applicable 9 g 1 High Impact(Tier 1) 112 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 04/13/16 Data filename: Untitled.rck Page 7 of 8 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 404.1.1 ;Fuel gas lighting systems have ❑Complies ; [F123]3 no continuous pilot light. ❑Does Not x ' ❑Not Observable ❑Not Applicable 401.3 ;Compliance certificate posted. l ]❑Complies [FI7]2 ❑Does Not t1 '' ❑Not Observable ; ❑Not Applicable 303.3 :Manufacturer manuals for ❑Complies [FI18]3 "mechanical and water heating ❑Does Not (systems have been provided, ❑Not Observable 1., ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 04/13/16 Data filename: Untitled.rck Page 8 of 8 2012 IECC Energy Efficiency certificate : � Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 0.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Window 0.30 Door J' 9 Heating System: Cooling System: Water Heater: Name: Date: Comments s TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 9 Parcel 091 Application # �Qel y0 5 3 T3 Health Division Date Issued ��21) Conservation Division Applicatjpn Fee S Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH — Preservation / Hyannis Project Street Address Village G'e gz Owner o z,,J J 4a&�� iro Ug g,' Address SJ Telephone c 9 7�,2, Y-7�c��f Permit Request �� '�/' Tz�6v- Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new, Zoning District Flood Plain Groundwater Overlay Project Valuation ^9 J®,:2 Construction Type / 6� Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 0`� Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes O-No On Old King's Highway: ❑Yes Flo Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other ' Basement Finished Area (sq.ft.) Basement Unfinished Area (s c3 Number of Baths: Full: existing new Half: existing - new. Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Roo n Count I-teat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other + entral Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name � �� �� s1U/�7�o Telephone Number 5 v� AddresseldC/ Clee License # ,� D IPJI� Home Improvement Contractor# Worker's Compensation # � �9d/ ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO - SIGNATURE DATE 't v' n F FOR OFFICIAL USE ONLY - IY w APPLICATION# DATE_ISSUED_ 1 MAP/PARCEL NO. ;4 ADDRESS VILLAGE OWNER 'F -1 DATE OF INSPECTION: -FO-_UN.QATI.ON+iii�ij_ FRAME -INSULATION-A ),ilk u! _ FIREPLACE y ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING 'r r ,r DATE CLOSED OUT ASSOCIATION PLAN NO. z � 2 :OWNER AUTHORIZATION FORM l tom.ees.Name) owner of the property located at wb Al, ; . (Property Address) er oa3 - (Propefty,Address) r 1 rr hereby,authorize.. T/p ' #Suboo an authorized.subcontractor for RISE Engineering to act on my,behalf to.obtain a building permit and.to.perform work on my property. i ees Signafure Date `i.. The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 60,0 Washington Street Boston, MA 02111 www,mass.gov/dia Workers' Compensation Insurance Affidavit: Build ers/Contractors/Electri clans/Plumb ers Applicant Information PYease Print Legibly Name (Business/Organizadon/Individual): Address:��% City/State/Zi /� �� f� o �Ahone#: Are you an employer? Check the appropriate box; . 1,q I am a employer with�'' 4. Tam a general contractor and I Type of project(required): employees (full and/or part-time),* have hired the sub-contractors . 6. ❑New construction 2,❑ I am a sole proprietor or partner- listed on the attached sheet. 7• [] Remodeling ship and have no employees These sub-contractors have ' employees . 8, [] Demolition working forme In any capacity, comp, and have workers 9. [] Building addition [No workers' comp, insurance., P surance• required:] 5. We are a corporation and its 10,0 Electrical repairs or additions 3•❑ I am a homeowner doingall work officers have exercised their , 11.❑ Plumbing repairs or additions myself. [No workers' comp, right of exemption per MGL 12.(] Roof repairs ; insurance required] t c, 152, §1(4), and we have no 3a.❑ I am a homeowner acting as ail employees, o worke ' 13, Other � workers' � G.� general con /•�/��%l�'// ig tractor(refer to#4) comp, insurance required.] "Any applicant that checks box#1 must also Ml out the section below showing their workers'compcnsatiottpolicy information, t Homeowners who subtnit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such, tContracton that chock this box must attached an additional sheet showing the name of the sub-contractors and state whether oT not those entities have employees, If the sub-contractors have employees,they must provide their workers'comp,policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site Information. insurance Company Name: --tZ-Lz& Policy#or Self-ins, Lic.#: Date,Expiration Job Site Address: 1� �1� jli',�i��eCity/State/Zip,_hgw 4Z_�2- Attach a copy of the workers compensation policy declaration page (showing the policy number and expiration date), Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250,00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. 1 do hereby certify Un#er the pains and penalties of perjury thal the information provided above is true and correct :r Si a c, Date: Phone Official use only, Do not write In this area, to be completed by city or town official City or Town: Permit/License # Issuing Authority (circle 'one); 1. Board of Health 2. Building Department 3. Clty/Town Clerk 4. Electrical Inspector 5, Plumbing Inspector 6. Other ° Contact Person:— Phone#: 1 \ I \j CAPECOD-27 KLIGETT -' CERTIFICATE OF LIABILITY INSURANCE 27M MIDD/YYYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND 611312014 CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER,THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER, IMPORTANT: If the certificate hold@, Is an ADDITIONAL INSURED,the policy(les)must be endorsed, If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy, certain policies may require an endorsement, A statement on this certificate does not confer rights to the certificate holder in Ilea of such endorsement(s), 'RODUCERN CT - 'ogers&Gray Insurance Agency, Inc, NAM EA Barbara DeLawrence 34 Rte 134 PHONE oath Dennis,MA 02660 MAIEBLC Lo Exit — �PAXNo: 877)816.2 51 6 ADD Es ;bdelawrence rc ers ra ,com INSURERS AFFORDING COVERAGE �IC LEEEI*RAGES, '— INSURERA;Peerl@ss Insurance COrnpany INSURERB;COMMERCE INSURANCE COMPANY Capeod Insulation Inc INSURER c:Evanston Insurance Co p y rdon Circle lrlsuRER D;ATLANTIC CHARTERINSURANCE GROUP^Yarmouth, MA 02664 - - INSURER E;wSURERF: CERTIFICATE NUMBER: -THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELQW HAVE BEEN ISSUED TO THE INSURED NREVIAMOED ABOVE FOR TH I<�DICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITIO E POLICY CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED FBYNTHE POLIICESODESSCRI EDR OTHER OHEREINI SCUMENT TUBECTTOAL�WHICH THIS HE TERMS, E C USIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY-HAVE BEEN REDUCED BY PAID CLAIMS, TYPE OF INSURANCElam POTI-C EFF POLICY EXP X COMMERCIAL GENERAL LIABILITY POLICY NUMBER MMIDDIYYYY M / lY --T LIMITS EACH OCCURRENCE 1 CLAIMS-MADE X OCCUR CBP$263083 CURRENCE -h �--� 04/01/2014 04/0112015 TO�'RTeT-- 1,000,000 PREMISES(Ea occurrence) $ 100,000 G Me EXP(Any one Person)T $ 6,000 G N'L AGGREGATE LIMIT APPLIES PER: PERSONAL&ADV INJURY _ $ 1,000,000 POLICY I 1 JECT t —I PRO' (-1 LOC GENERAL AGGREGATE $_ 2,00.0,000 L :..I OTHER PRODUCTS-COMP/OP AGO_ $ 2,000,000 AUTOMOBILC LIABILITY — r COMBINED SING E LIMIT $ ANY AUTO 14MMBCKVMK Ea accident_) $ 1_,000,000 ALL OWNED X SCHEDULED 04/01/2014 04/01/2015...... AUTOS AUTOS BODILY INJURY(Par parson) $ _ HIRED AUTOS X NON-OAUTO$ NED. BODILY JU— RYIN (Per accident) $ AUTOS PROPERTY DAMAGE --'-— - Per accident $ X UMBRELLA LIAR X OCCUR $ i— EXCESS LIAR _ CLAIMS-MADE XONJ463514 EACH OCCURRENCE $ 11000,000 DED X RETENTION$ 10,000 04/01/2014 04/01/2016 AGGREGATE _ $ WORItERS COMPENSATION Aggregate $ - 11000,000 AND EMPLOYERS'LIABILITY ANY PROPRIEI.ORIPARTNER/EXECUTIVE YIN WCA00525904 STATUTE ERH• IOFFICER/MEMBER EXCLUDED? N/A 06/30/2014 06130/2015 E.L.EACH ACCIDENT t 05.dtory In and _ $ _ 1,000,000 Cyes, IPTI N under E.L.DISEASE-EA EMPLOYEE $ — 11000,00 ' IDtSCRIPT10N OF OPERATIONS below - I E.L.DISEASE•POUCY LIMIT $ 11000,000 i RIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Addltlonal Remarks Schedule,may be attached If more apace Is required) erq'Compensation Includes Officers or Proprietors, :10i al Insured status is provided under the General Liability and Auto Liability when required by written contract or agreement with the Cortlfi• cate Holder, TWICATE HOLDER CANCFI I ATlnm II _ r Massachusetts -Depat'trnOnt of feLblic Safety s,.;, ppa. rd of Building Regula#Eons�•nd Standards , C unstrlurian Su m isor License; CS-100988 f 1-.I1,NN.RY R CASS11)V VJ ,LED.n ow 81 � A WEST YAMMOWL-1 � 1 Expiration Commissioner 11111(2015 ' M y z ayr��r�eaY y i/�L a G? ��cr.Y�,�•�c������-F�/�l,�• - r Of ice of C onsu.mer Affairs and Business .Reglilat" . 10 PaA P1aZa Suite 5170 ' Boston, Massach�I,setts 02116 I Iome Improvement Cq,"�`"ar�tor Registration - `¢ Registration; 1595(37 Type. Private Corporation Expiration: '12/15/201 d• Tt#, 3831 CAPE GO `t r tiara; za' D INSULATION, INC +: :. ...t,;`' HENRYCASSIDY _._ _...__..._._...... . :............:.:._... . ...... ... - 1S REARDON CIRCLE — .---- ............ . SO. YARMOUTH MA 02664 c .. - :;.1.,,' '.•;",. `'Updato Addross nad ruturll Cill'(t, Mnl'It mason i'or chaugo, [] Address 12enawnl• �� L nlplo,ymont lost Drd „h ��ts rrrrr.•rir•nir.[ocfrrlll c��<? r<[ddcta6uJielt3 Office Lit'conzu lilt!r AYf+llrs 5t liuxiness Rebulul'ioi+ Lice m or registration valid for individul us(: only ,rF oME IMPROVEMENT CONTRACTOR befaru.the axpiratioli data, It'found rot'urn to: apistration; 153.567 Type; Office of Consumer Affnirs and Business Itcbuln(ion lExpiratlon; 12/175/201 g Private Corporalion 10 Poll(Plaza-Suite 5170 Boston,NIA 02116 't(OD INSULA'I•L(7N,;;10JC,. - I�. .yip 1I3Y CASSIDY ' 'c ;tA 'DON CIRCLE YA MOU1'ht, MA 02664 Ilnrlcrsccrccrlc � — � 2 -- -•_�..__..•_.._ Y of vat' (,thu t alit i'e r TOWN OF BARNSTABLE Permit No. -....____2 t G 4---------- i Building'Inspectornut, cash ------------------------------- • BYS OCCUPANCY PERMIT Bond ___- .--- Jamab K. Smith Issued to Address lot #14: Fib Halyard Way, Centerville vil].e �• Wiring Inspector r f��� d' ?1 Inspection date,-7— Plumbing Inspector ' �f � �� � Inspection date Gas Inspector % Inspection date Engineering Department ,`'1 t�'� /�4 i Inspection date } Board of Healthy :, , t t,'a Inspection date t' - 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 AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. f )J-�61 ,1j, ///;z) ........................... 19:... _ ._.................. .................................:........._ .........: Building InspC`e6r:1 � s e - i w A 9p 6 �A Gq.i'1 FNa 13 97° Fleo¢ f - t 9 ► o No.2+� 6 Zw, J\�J Assess4r.'a n*aP and lot number ... ..... THE 3 you ro Sewage 'Permit .number .... .............° ......... ......... '. S p -lc S s;" x r r� li� RNSTADLE, a aHouse number ........ .... . r i TOWN .. OF B AR���-S,TAkBNLFE°t BUILDING INSPECTOR APPLICATION FOR PERMIT TO Construct Dwelling .................................................................................................... od ame f TYPE OF CONSTRUCTION ..1'�QPA..Fr................... } r � ` January 16 8S ........... ......................19........ TO THE INSPECTOR OF BUILDINGS: -The undersigned hereby applies for a permit according to the following information: Location .........Wt..9 4...HB.lPrd.."day..,...Geratexvill0...........................: Proposed Use Singl.e..FamUY Zoning District ......ReS.] .....:. ...•...................:.........Fire District .................. Name of Owner .....T=05...K,...,ST it11...................................Address ..........aab,5tabI:e................................................... Y Name of ,Builder ...................................Address ..........RaxzlS.i~a 7.e.. .................. ..................... Nameof Architect ..................................................................Address ...............................................................0....................... Number of Rooms ..FiVe.......................................................Foundation ....Taurpad..Concrete.............................. Exterior ..........C1apbdard...&..W...C..S.....................................Roofing ..........Asphalt..S g1�eS...::.............:........... ..................................Interior ........... Floors ...........f�TG�LlOd liardwao&........................................................ T7YrjiWa.l1........................................................... i Heating .......Gas••War.m..fir...........................:....................Plumbing .........2...Baths......................................................... ... Fireplace ....... . . .......................................A Approximate Cost .......... 5.5 000•.•00.....:......................n.... P One. ........................... PP Definitive Plan Approved by Planning Board ________________________________19________. Area ...........1............................. Diagram of Lot and Building with Dimensions Fee �(O . ............................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH 26 x 42 16 x 24 garage OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable,regarding the above construction. Name . ........ .C.... .... . ... ....... .. .. ... ................... Constr on Supervisors License ����� t SMITH, JAMES 21454 .. Permit for ...One Story ..Snc�le..Family..Dwel..ling..................... Location Lot 14, 68 Halyard•WaY..••••••_. Centerville .......................................................... ........ , #.. Owner ..... ames:K.. Sm�h.............................. Type of Construction ...F0MV............................ f .......................... :.............................. _ Plot ............................ Lot ............................ Permit Granted ••..January••21,_•.•_••••_••19 85 Date of Inspection` ::................................19 Date Completed ....... ............1 i } i Assessors;map and lot number...� ..:.. THE ro • y ' Sewage Permit number .....�.-..�`?..�............:...................... . Z EARNSTADLE, i House number ............................. .................................... 9 rasa c �p 1639- \0� a NO a' TOWN OV BARNSTABLE BUILDING INSPECTOR.. _. APPLICATION FOR PERMIT TO .................Construct Dwelling ..................................................................................................:.......... .TYPE OF CONSTRUCTION Wood Frame........................................................................................ . ...................................... January 16 85 ..............................19........ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location .........j.At114... .........................:............................................................................. ProposedUse ...5 ? v............................................................................................................................................ Zoning District .....R0 i.dfM: 1•.a•j..........................................Fire District ....CeY.ttP71"h.-ika.I.e.-..0,5. 7 YUJA......................... Name of Owner ...:7altteS,..Kz..S1IL7 th...................................Address ...........aX ,5t.aW.P.................................................... Name of Builder JaMeS..K....$M tb...................................Address ..........Ratr-0,51A.b.1P.................................................... Nameof Architect ..................................................................Address .................................................................................... Number of Rooms .TiV(........................................................Foundation ....R0.1Trel COT1.C.rete......................................... Exterior .........C1a.?hIar0...-FT..W.C..S S..................................... ...........Asps.alt..S1?T1gg:les....................................... FloorsN .r..r r7e?.c...........................................................Interior ..........Tnjnaa l..................................................... Heating .......jai„ n1 ., ,. A ;r................................................Plumbing ........? ........................................................... Fireplace .Approximate Cost $55 000 0.0........................... Definitive Plan Approved by Planning Board ________________________________19________. Area .......................................... Diagram of Lot and Building with Dimensions Fee ............................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH 26x42 16 x 24 garage OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Towm•of'Barnstable regarding the above construction. Name '`..... �.A-10...... ....... Constrvcfi'ion Supervisor's License .cC . •r�'.............. .SMITH. JAMES K. + A=194-2< No Permit for ...Q ..5t.QXY............. i.ngle..Farm] ..Jtea l i.n�...................... Location ZAt..14,.....6B..Halyard:Way............. ....................Ceratervil le................................... - Owner ........Jags..K....Sm1..th............................ Type of Construction ...FKQ=............................ ................................................................................ Plot ............................ Lot ................................ Permit Granted ...:..January, 21(..........19 85 Date of Inspection ....................................19 Date Completed ...................:.........:.........19 WO/0 O 3& (rly °PIKE t Town Of Barnstable Permit# ?� 4. Expires 6 months from issue date Regulatory Services, Fee i lARNSTABLE, i MASS.039. Thomas F. Geiler,Director •elED MA't a Building Division d Tom Perry,CBO, Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-623G EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number Property Addressi �fD 20'R*esidential Value of Work f 1Bp Minimum fee ofSZ-98 for work under$6000.00 Owner's Name& Address 4_0z)3 5 j Contractor's Name Telephone Number S Vf Zl/f 7 ,. Home Improvement Contractor License#(if applicable) Construction Supervisor's License#(if applicable) ❑Workman's Compensation Insurance -PRESS PERMIT Check one: PERMIT , sole proprietor JUL 2 0 2010 IiK am the Homeowner ❑ I have Worker's Compensation InsuranceoW(U OF QARNTA LE Insurance Company Name Workman's Comp.Policy# Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) ❑ Re-roof(stripping old shingles) All construction debris will be taken to ❑Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side � G2w F #of doors Replacement Windows/doors/sliders.U-Value (maximum .44)#of windows_ *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. 'Note:*Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License & Construction Supervisors License is, r wired. SIGNATURE: QAWPFILESTORMS\building permit forms\EXPRESS.doc Revised 090809 The Commonwealth of Massachusetts y Department of Industrial Accidents Office of Investigations 600 Washington Street, cY Boston,MA 02111 yy rvww.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le ibl Name Business/Or antzahon/Indtvtduat : Vzo Address: City/State/Zip:� TE�� •Phone #: S� " .aZ?� '�3 Are you an employer?"Check the appropriate box: - Type of project (required): 4. I am a-general contractor and,I 1.❑ I am a employer with 6. ❑New construction * have hired the sub-contractors . - employees'(fii11 and/or part time). - - " 2. I am a sole proprietor.or partner- -.These on the attached sheet. 7. .0 Remodeling -.These sub-contractors have ship and have no employees 8. Demolition working for me in any capacity: employees and have workers' 9. Building addition [No workers' comp. insurance . comp:msurance.t .' s 5. We are a corporation and its •10•❑ Electrical repairs or additions required.] ,. - - 3. 1 am a homeowner doing all work officers have exercised their 1:1.❑ Plumbing repairs or additions . > 'right of exerrrptionper MGL myself. [No workers comp. 12.❑Roof repairs insurance required.]t. c."152 '§I(4) and<we have.no ------- employe workers' 13:0`Other "I comp.insurance required.) ` *Any applicant that checks box#1 must:also fill out the section below,showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub{contractors and state whether or not those entities have employees. If the sub-contractors'have employees,they must provide their workers'comp,policy number: I am an employer that is providing workers' compensation insurance for t4 employees. Below is the policy and job site, information Insurance Company Name: p . Policy# or*Self-ins.Lic:#: r , Expiration Date: Job Site Address: :' u City/state/zip:, Attach a copy of the workers' compensation policy'declaration page (showing the p.olicy number and expiration date). Failure'to secure coverage as required under Section 25A of MGL c. 152 cau'lead to the imposition of criminal penalties of a fine up to$1,500.00"and/or one-yea imprisonment, as well as civil penalties in the form of a STOP WORK ORDER.and a fine ` of up to $250.00 a day against the violator. Be advised that a copy of this statementmay be forwarded to the Office'of Investigations of the DIA for insurance coverage verification. I do hereby certify z der the p ns a penalties ofperjury that the information provided above is true,and correct. �_ Si nature:' Date: Phone# rod ' X71V'y� Official use only. Do not write in this area,to be completed by city or town official City or Town; Permit/License# Issuing Authority(circle one): 1.Board of Bealth 2. Building'Department 3 City/Town Clerk 4. Electrical Inspector 5.Plumbing Inspector 6.Other'. Phone#: Contact Person: Information and hStr uctiODS atiMassachusetts General Laws chapter 152 requires all employers o to'prtoviderviorker anotherpennderon for any contrac opflhi e, Pursuant to this statute, an employee is defined as "...every pets express or implied, oral or written:" An e?nployer is defined as "an individual, partnership, association, corporation entaliyes of a edeceased empl yer gal ebt)ty, or any to or ore ,or h of the foregoing engaged in ajoint enteipnse, and including the legal repres ying employe receiver or trustee of an indiv'idual,-partnership, three ape tmients and who other legal res des theItyrein,.or he occupant of then the owner of a dwelling house having not more than Three pIng dwelling house of another who employs persons to•do mot because of sucth employmerilction.or nt be deemair Work ed to beaneemployer5" or on the grounds or building appurtenant thereto shall n L the uance MGL chapter 152, §25C(6) also states that"every state Or local licensing agenscyn the eomhmon vealthsfor any r P. renewal of a license or permit to operate a business or to construct buildii g applicant tyho has not produced acceptable evidence the o he omrnonwealth nor any of its Political iance with the insurance subdvusions shall Additionally, MGL chapter 152, §25C(7)states N enter into any contract for the performance of public work until a e evidence of compliance with the ansritance cceptabl requirements of this chapter have been presented to the contracting authority." Applicants Please fill out.the workers' compensation affidavit completely, by checking the boxes that apply to your situation and, if Dccrssa supply sub.-contractors)name(s), addresses)and phone number(s)asoLLP withth eir no employees other than he - , rY, PP Y I Limited Liability Companies (LLC)or I imited'Liability Parfn s p ( ) members or partners, are not required to carry workers' compensation insurance.tted to the De artment of Indhstria] employees, a policy is required. Be advised that this affidavit may be submitted P Accidents for confirmation of insurance coverage, Also be sure tot license is being requesteed date the vnt. The affidavit ot he Department Of be returned to the city or town hat the application for the permit or Industrial Accidents. Should you have any questions regarding the below..e law or YSelf-insured compaou arr,required to ies obtain should enter their compensation policy please call the Department at the number lis self-insurance license number on the appropriate line. City or Town Officials a space at the Please be sure that the affidavit is complete,an'd printed legibly. T Invbe estigations hasmo contact youent has arsgarding the applicant. of the affdavit for you to fill out in the event the office g Please be sure to fall in the,permit/]icense cumber which willbvensedaas need only submibone affidavit ndicater, In addition, an ingacurrrnt that must,subrrit multiple permitflicense applications an y g Y _(city policy information (if necessary)and under"Job Site Address" the for marked by the Should ty or townmaytbe provided to the °r town),"A copy of the affidavit that has been officially pout each applicant as proof that a valid affidavit is on file for future permits t not related to any bu mess or commerca it must be filic-a 1 venture year. Where a home owner or citizen is obtaining a license or p (i,e. a dog license or equired to complete this affi permit to bum leaves etc.) said person is NOT r davit. ` ues tions, The Office of.lnvestigalions would like to thank you in advance for your cooperation and should you have any q please do.nofhesitate to give us a call. The Department's address, telephone and fax number: The Coinmonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street. Boston, MA 02111 Tel. # 617-727-4900 ext 406.or 1-877-MASSAFE Fax # 617-727-7749 Revised 4-24-07 www.lnass.P-ov/dia UHF T vn}off Barnstable ti o Regulatory Services B_kIJNSPABLE, `- Thomas F..G -r,-Director - < a .. Building Division Tom Perry,Building Commissioner 200 Main Street;Hyannis,tv1A 02601. r w-wrv.town.bai-nstable.ma;us Fax: 508-790-6230 Office: 508-862-4.035 - Propexty Owr>erjlYlust s complete`aric 'Sgri Thise on r °{ 'If using.AJ3u lder' t - s i ' P , as Owner bf the sub�ect'property tgact on-my hereby authonZe _ by this building perrut application for:. in all matters relative to work autho - r .. (Address of Job, Sig e of Owner q Date. a a. , f .y C. Print Name is 1"y t{ 1 'r , Zf.Pro e Oyler' is applying for permit please�cotriplete the M . Homeowrieis'Lic6ise :Exemption Form on the-.reverse side. 4 r Town of Barnstable �P o�-crte ram,o T Regulatory Services Thomas F. Geiler,Director » 3ARNSTA 1639. BLE, r Building Division AIFD �a Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.b arnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 --__ -- HOMEOWN ER LICENSE EXEMPTION l Please Print DATE: / 20 J0 JOB LOCATION: /4'49 �ry Z14' number street �+ village �i s HOMEOWNER": E�S/t � 17 Zl�c phone t! -name home phone#! work C"'RR-ENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as Supervisor. f DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside, on which there is,or is intended to be,a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner, Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be ron espsible for all such work performed under the building permit. (Section 109.1.1) assumes responsibility for compliance with the State Building Code and other The undersigned "homeowner" applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirem nature of Ho eowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0. Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner.performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor.." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often resuhs in serious problcins,particularly a arnst the unlicensed person as it would with a licensed when the homeowner}arcs unlicensed persons. In this case,our Board cannot proceed o _ Supervisor. The homeowner acting as supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that helshe understands the resporsibiIitics of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:\WPF1LES\FORMS\homccxcrnpL.DOC TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application # O O 45 Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Feed 0 Date Definitive Plan Approved by Planning Board Historic - OKH _Preservation / Hyannis Project Street Address w AC,IAP b &Jk y Village (�At 16K - Owner vy- 9=.JA"Z Address Telephone '7V'4"" _70ST Permit Request F-y 7;514 Zk=.S'7'=c -J6 ) CAi2,, 6A - ® PLAY go©f'.4— Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuatio Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ,ff' Two Family ❑ Multi-Family (# units) Age of Existing Structure 1 '3 q � Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type�ull ❑ Crawl ❑Walkout ❑ Other o Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ftj.r i c•) Number of Baths: Full: existing new Half: existing never Number of Bedrooms: . existing new k Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil .aSectric ❑ Other v ' Central Air: ❑Yes ,,ZrNo Fireplaces: Existing New Existing wood/coal stove./,dYes ❑ No Detached garage: ❑existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garag�xisting ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) 5-0�r 0-?,7 q _ q O 39, Name oLo y2S ✓ �A;V�AZPv0Q" Telephone Number 57vg'° -7ql _-7,,_ �Ad`dr'� essGyRY License # 0A6 3 3'_ Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO S{-�' faco J <SIG V R�E— (DATE' FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL N0. `I ADDRESS VILLAGE OWNER DATE OF INSPECTION: _ FOUNDATION FRAME oIs`o to 7-3/0-7 ' INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL . PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. f The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): 41OX9, V,4XU4&1C00,s_,T Address: C—ity/S-tate%Zip: Z k)-r� aLli—c. "' Phone #: 6'nk-7 Ot t$—-7-'st Are you an employer?.Check the appropriate box: Type of project(required): L❑ I am a employer with 4. ❑ I am a general contractor.and I employees(full and part-time).* have hired the sub-contractors 6. ❑ New construction 2.E] .❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g, ❑ Demolition . working for me in any capacity. employees and have workers' 9. ❑ Building addition [No workers' comp. insurance comp. insurance.$ required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions f3�ZI am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.] t c. 152, §1(4), and we have no employees. [No workers' 13.0 Other comp. insurance required.] *Any applicant that checks box ftI must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. ;Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.'#: Expiration Date: Job Site Address: City/State/Zip: d Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pat and penalties of perjury..that the-information provided above is true and correct. Si nature: V Date: CPhone#=== k 701 C) Official use only Do not write in this area, to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.'Building Department 3. City/Town Clerk 4.Electrical Inspector S. Plumbing Inspector 6. Other " Contact Person: Phone#: ,Y 1 f Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as "...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership, association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the rounds or building appurtenant thereto " g g PP he eto shall not because of such employment ment be deemed to be an employer." er. P Y P Y MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7) states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary, supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies (LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Revised 4-24-07 Fax# 617-727-7749 www.mass.gov/dia �oFirte r� Town of Barnstable - Regulatory Sex-vices y(V - HARxsrAse.e. : Thomas.F. Geiler,Director .�� -Building Division Tom Perry,Building Commissioner 200 Main-Streci, Hyannis,MA 02601 www.town.barnstable-ma.us Office: 508-862-4038 Fax: 508-790-6230 ]56) OwNER LICENSE EXEMPTION;' Please Print �J0B_L0CA---TI0N_46S 14 t 0lAb Vi4 number e street village name home phone# work- Phone# FNTMAILING ADDRESS: 7 city/town state aP code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess alicense,provided that the owner acts as supervisor. DEFINMON OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to- be, a one or two-family dwelling, attached-or detached structures accessory to such use and/or farm structures. A person who constructs'more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be' responsible for all such work performed under the building permit. (Section 109.1.1) -The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner'certifies that.he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/sbe will comply with said procedures and require ents. Signaturc'of cowner , j Approval of Building Official Note: Three-family dwellings:contii-ring 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION .The Code states that "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this scction.(Scction 109.1.1 -Liccnsing of construction Supeivisors);provided that if the homeowner engages a person(s)for hire to do such . work,that such Homeowner shall act as supervisor.... Many homeowners who use this exerrrption are unaware that they arc assuming the responsibilities of a supervisor(sce Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it Would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responmbilitics,many communities require,as part of the permit application, that the homeowner certify that helshe understands the responsrbilides of a Supervisor. On the last page of this issue is a,form currently used by several towns. You may care t amend and adopt such a forrnlccrtification for use in your community. Q:forrns:homccxcmpt . fi ITT Town of Barnstable Regulatory Services �BARNSrABM$; Thomas F_Geiler,Director RAM i6S9- ��e Fa, Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862--4038 Fax: S08-790-6230 Property OwterMust Complete and Sign This Section If Using A Builder as Owner of the subt ct property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for. (Address of Job) Signature of Owner Date Print Name , If Proyerty Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Q:FORMS:O WNERP ERM ISSION i ' ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR ONE; Alm TWO-FAMILY DETACHED RESIDENTIAL'CONSTRUCTION (780 CMR 61.00) Applicant Name: Site Address: 6� Town: Applicant Phone: 7LI 70S_S- Applicant Signature: Date of Application: 199 . .�T NEW CONSTRUCTION: choose ONE of the f011o'4Yin two•o bons 780 CMR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMP ONENT CPUTEPdA.FOR NEW ONE- AND TWO-FAMILY BUILDINGS M 'MINIMUM Ceiling or Slab Option 1: Basement Fenestration exposed Wall Floor Wall Perimeter AFUE HSPF SEEI U-factor floors R-Value R-Value R-Value R-Value R-Value and De th National Appliance-Energy R-10, Conservation Act(NAECA)of .35 R-3 8 R-19 R-19 R-10 4 ft. 1997 as amcndcd,minimums or catar as applirabir, Note: This form is not required if you choose either of the two versions of REScheck as listed below. ❑ Option 2: REScheck Version 4.1.2 or later variant software analysis must be completed 780 CMR 6107.3.2 REScheck--Web which can be accessed at http,://www.(-,ntrgycodE,,s.gov/rcsr-htck/ ADDZT OIVS:OR ALT RATZONS.TO EX[STING BU LD IGS.O VER 5 EARS OLD* *)Buildings under 5 years old must use option#1 or 42.in New Construction section above. Complete the following formula to determine the % of glazing: (a) Gross Wall & Ceiling Area equals Formula: (100 x b _ a) SF 100 x - _ % of glazing a (b) Glazing area equals SF b If lazing is<d 0 n/o.use the chart below. If lazing is>- 40 % rocee•'d to "SUTTROOM" section 780 CMR TABLE 6101.3 PRESCRIPTIVE ENVELOPE COMTONENT CRITERIA ADDITIONS TO EXISTING LOW-RISE RESIDENTIAL BUMDINGS MAXIMUM TvBT�IMUM ` Ceiling and Slab Perimeter �lJ Fenestration . Exposed floors Wall Floor Basement Wall R-Value U-factor R-Value R-Value R-value R-Value and Depth .3� R-3 7 a R-13 • R-19 R-10 R-10, 4 feet EL R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area(i.e. not compressed over exterior walls, and including any access openings), SUNROOM—An addition or alteration to an existing building/dwelling unit where the total glazing area of said addition exceeds 40% of the combined gross wall and ceiling area of the additioa. Note: Owner to fill out Consarner Information Form found in Appendix 120.P � d c d � b O - 0 l� - c � p up LD ED 00 _o t ca �. r ,9 ILI 07 � o N 3 n - 1 �t ali I h I 7 psE rr 19 S o h t a O W • A� F 0 lf' 7 K. g - s- s i G AID 3 c IT) G � F 0 c ' 4 � n G W s :65 o c vQQ CZ- lei F"cok 2hS\��lwacbn I o c G.N-A otie� s�p1�d► bt0�0��g i- to oo Y' \,- bk, � I IM �y — — — $olcd 4jiot,k�nS 0•}. �X� a' S/ a1 G �- o Xb 5vsso"� blocKaS you to qpa,@ tch co�ccel-e. A;�Se -;:locs- KML Bfa+e� ce,boK y" ` q\ 1\ 11 d Xy Cy! Li N�Q w.i�c a►%A Lac\v, � �•Xb\ �oas•� 1�ahSe�S ec.Qa� 5 vQ wac haHger/ � 9 c6 A�d� Kelly Vo.;11 encovc (� I�o.l acd ��, Ce ►��-e�v:ll a0063), n�,ls �c05 e-c. Y y .oct.,Q.•.d� K�ll.l \10„1�e�eovs+ 06 �e��cr.y'lle P MA 63G3 ;a tXiS�:ne) ce:tl:+.S fcc„r.;na� aAto Axio Do%,V% 51 K:�•� �1.udds 41 M floor 1ea�er ��se. g tQ�h�,� .b1ac,IC� :.S �"�• a x y .s 111 - �c�e, block:gej i i r • p Z (�- 13. o r1 c p Q 13 � 5 p 2 1 v' T 3 It Q `I o � � Ha Fa o G 0 Town of Barnstable erniit:(:�,, D1 (� ( (p p'THE o,,ti ' Regulatory Services tate 07 -- �- Thomas F.Geiler,Director _ * BARNSTABLE, Building Division ee:�?, 5..OD y MASS. Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us - Office: 508-862-4038 Fax: 508-790-6230 TOWN OF BARNSTABLE SOLID FUEL STOVE PERMIT Owner:ZZ Phone: 5^� 710�-F Install at: �� /-�4L.YfIR, GrJX1}� Village: /',6A1T�1%7� Map/Parcel: Date: 2 Stove A. New Used B. Type: Radian Circulating k C. Manufacturer: o?u Lab. No. } D. Model No.: 0 Chimney r-0 M A. New xistin (If existing,please note date of last cleaning) A A B. Flue Size C. Are other appliances attached to Flue? iyo D. Pre-fab Type and Manufacturer E. Masonry: Line nlined - Hearth A. Materials: B. Sub Floor Construction: Installer Name: �9Nntj x,—,y y��' Address: ��'- 13&x 9 Phone: 9 SS -45-// Location of Installation: �°ti�6Rr�E�'��c APPROVED BY: —L&44-,, Please make chec payable to the Town of Barnstable *This constitutes an official stove permit after inspection,photographed, and approved by the Building Inspector Q:forms:stove Rev 122801 �iM, ,aw.a,.� ""t,-."".'.. -. •' � +F. ,,.,;? ,:, � _ e' 'tom. �;; k.ers+ ws _:;a-�# N m 044 w ' ... :aw ,w -:'�'" v •,.".. '"" in .17 "+* _....". � ... ,�.t,. >.xam mrr,a:'"ri,�vFr�y; .'.: •, ..4>...",••n °� -- .•...�" `�"`w.-"'a r^'�..Y.,�.' .»k.."y.,«. 'S*'. _ _ 1 e? a �. •-Fx. a jY 'r"Jz3'+, dw..r'.r 0.i r' .Y "V 77 a y:' ... ,°.. - _.rs�„ . Ca?" M0 ',`t• z �,:.':r,'} � s x $ m, "r,,.xn'`•. "�"*,t,., r. - .;4• „µ ,_. ::.. „='. F'+r- .r -'.Y;�.g• ".ry r`yp1'"a� +4 » 'Y 1 j...g� ,;... _ _ t' ,.. - m c a � r 3'Wfat "nr i a„rr ,sT _= i »_.'t -�' , x &•'- {'.: __:. Fµ ' ` aim aa st•.% Iev! ,w-=�-re.«. �; +t -�„ .:, ,t•gym. �„ ,y .,<.€... _ - '•w;• G �,..sty, d .�e. RAW }rr' -.;s y,:.=.: a4;:.: ..:, *,,..y �.».-.µ ..�..--•' _. .. :.,,� ,rs*.m.�.»....s .. . ,:'v,..`�j.�, ,.,:,m:. �' c:�s..� �;��, �, ~�•�"�"'�+th .0 s .��.� --.•*° s - -' #' '��� ;�,.,..•„ °u y,o x"•" `� .�Y,�.u„ "":� �ter? � � '.� e � " * SKI VMS Ant 0770 a.' a a*"�'�"r. `. ,Y d .qKA 68 Halyard Way, Centerville 2/28/07 l � -73d6 F 3 ` TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Permit# /� D Health Division ® ��1 Date Issued —D Conservation Division 1llII403 Application Fee Tax Collector I Permit Fee Treasurer cr �,,,,,�—P TIC C ti. r 7 t1JOT BE Planning Dept. I"' jLLE®!i� COMPLIANCE Date Definitive Plan Approved by Planning Board ENVIRONMENTAL NTAL CODE'ANE Historic-OKH Preservation/Hyannis T01714 REGULA11ONS Project Street Address 68 H A I-YAtzJ-,� WAY Village CeN TrcR.V%LI.C— Owner AWN + YMAA&AasT— OftNtTOO Address 68 MALYAab WAJ Telephone Sob —362 - 6 3 S S Permit Request RCMovG DEcw— & _TNs-TALL_ A 'T%Aagg SF Asot1 SL)fj Q ooy11 Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation ►3.8 b0 Construction Type AW v*A%w W\VtJ Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes >(No On Old King's Highway: ❑Yes Nrklo Basement Type: Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing new I A Total Room Count(not including baths): existing new First Floor Room Count c�( c Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other 1,10 IVICAA% Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coat stove: l Yes 4❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑ex' tin g ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization 0 Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# Current Use Proposed Use _ Y BUILDER INFORMATION Name_.rDOU JAE MP EL Telephone Number Sob —, 145 —tq 6� Address W X S q W-C>kATAA1% A4 A v?-66q License# 090455 Home Improvement Contractor# 13511 Oy Worker's Compensation#kX?L 319 t o 2. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO C 1�iAT�4A� SIGNATURE DATE 6 FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED _ ` MAP/PARCEL NO. ADDRESS �` R � VILLAGE OWNER �.. on .Tt �t ` DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE s ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL!-, GAS: ROUGH FINALi FINAL BUILDING } t: tv, [' DATE CLOSED OUT ASSOCIATION PLAN NO. r / t 1 E'O� Town of Barnstable ti P °^ Regulatory Services BA"SPABM ' Thomas F.Geiler,Director v MAsa $ �ATf1 MAC� Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IM PROVENINT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, -improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containiugatleast one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work:T� E SE�tt� Su Na 0O� Estimated Cost 3.a O a Address of Work: "" ���►� � W A y C EWTSrW IL IL F MA ' Owner's Name: *TA �'-M W AMA VV ;:1 Date of Application: 1111�- 03 I hereby certify that: Registration is not required for the following reason(s): []Work excluded by law []Job Under$1,000 []Building not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME MROVEM[ENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A• v SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: )111z,o3 ''17ouG�t�S 1tIEVA?U- L "6U �rc� i Date Contractor Name Registration No. Q OR Date Owner's Name �� F �'F� SS ,� III S Y b'��.. � � A Y -�y �.� Ia /J//�/�/ �4. /�:..., 1 C RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions $50.00 Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE square feet x$96/sq. foot= / r x.0031= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE X,(&_square feet x$64/sq. foot= x.0031= plus from below(if applicable) GARAGES(attached&detached) square feet x$32/sq.ft.= x.0031= ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0031= STAND ALONE PERMITS Open Porch x$30.00= (number) ti —►�.�rr�o LS.� x$30.00= S (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee projcost °Frti Town of Barnstable Regulatory Services + sARNSTABI.E, • 9 $, Thomas F.Geiler,Director Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, 44�C''...: .: :... :_...,as..Ovuner..of the subject property,.. ........._... .. hereby authorize C LAS +IE VN Q p_-L to act on my.behalf,. in all matters relative to work authorized by this building p emit-application for: . 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II�IIZ'flIICC:IGb:-};:•:4:r..:;t•.:•n:"?:x:•'•;t;{.}•.,{.<;.r.•:$.:,::>�•:f•.:+.}:4.::::.,3............:. .::.:.:.....,..,r}.. Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of crhninal penalties of a 6ne u to 31,SOO.OD md/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a Me of$100.00 a day against me: I understand that a copy of this statementmay be forwarded to the Office of Investigations of the DIA for coverage veritication. I do hereby certify under the pains and penalties of perjury that the information provided above is true Hurd carted Signature Date - t Print name w V 6 -W S NE'M P r L Phone# oMciai use only do not write in this area to be completed by city or town ofHetal city or town: peridt4icense# ❑Building Department ❑Licensing Board ❑checkifimmediate response is required ❑5electinen's Office QHealth Department contaciperson: phone#; _ ❑Other tfwiud 9195 pray Information and Instructions . Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law", an employee is defined as every person in the service of another under any contract of hire, express or implied, oral or written. An employer is defined as an individual,partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling houses.of r dwelling another who employs persons to do maintenance, construction or repair work on such llmg house or on the gro . s or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state-.or local,licensing agency shall withhold the issuance or'renewal of a license;o r.permit-to:operate a business or to construct buildings in the commonwealth for any applicant who has not produced 1acceptabie evidence of compliance with the insurance coverage required: ;Additionally,neither the commonwealth nor any-of its,political-subdivisions shall enter into any contract for the performanceaof public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. p. Applicants please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation and supplying company names,'address and phone numbers along with a certificate of insurance as all affidavits maybe 10. submed to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and �k date the affidavit. The affidavit should be returned to the city or town that the application for the permit or,license is . being requested, not the Department of Industrial Accidents. Should you have any questions regarding the"law"or if you ensation.policy,please call the Department at the number listed below. are required to obtain a workers' comp City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference nuuibei r. The affidavits may be returned to the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions. please do not hesitate to give us a call. The Department's address,telephone and fax number. The Commonwealth Of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 phone#: (617) 727-4900 ext. 406, 409 or 375 . 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS THE MASS ACHUSETTS-STATE BUILDING CODE CONSUMER L 1FOIUMATION FORM- "SUNROOMS" Massachusetts State Building Code(780 CMR,Appendix J,Section J1.J?3.1) The Massachusetts State Building Code (780 CYIR) includes provisions to ensure that houses and house additions meet energy efficiency standards.This supplemental CONSUMER INFORMATION FORM is to be filed as part of the building permit application when a builder/contractor or homeowner,constructing/installing a house addition with very large percentage of glass to opaque wall.seeks to utilize a special energy conservation exemption option for"sunroom"additions to an existing house(780 CMIZ Appendix J,Section J 1.1.2.3.1). This FORM is not intended to prevent a homeowner from selecting a"sunroom"of any size,configuration.. orientation. form of construction or percent glazing, but rather is only intended to assist homeowners in becoming aware of some of the important energv conservation and vear-round comfort considerations involved , in selecting and utilizing a"sunroom"addition. The connection of"sunroorri'structures to residential buildings may create comfort and energy consumptlon issues due to uncontrolled solar gain or uncontrolled radiation cooling of the main house.In the selection and construction/installation of"sunrooms",included below is anon-required,open-ended list of product and design considerations that a homeowner may wish to consider before actually constructing/installing a"sunroom It is recommended that consumers carefully review these options with their designer,builder,or contractor,in order to minimize potential energy consumption and/or house discomfort issues. In addition,the qualifications and reputation of the company or individuals to be hired are important considerations. PRODUCT AND DESIGN CONSIDERATIONS RELATED TO"SUNROOMS' • Solar Orientation and Natural Shading • Type of Glazing • Insulating value • Solar heat gain • Frame materials • Glazing to frame sealing and gasketing materials/seal durability and/or weather tightness of the sunroom • Adequate ventilation-Operable windows and fans • Applied Shading Systems 0 Insulation level in floors,walls,and ceilings • Possible Sunroom isolation from the main house via a wall and/or door or slider • Heating and Cooling Methods:Efficiency,Zoning and Controls Homeowner Acknowledgment The Massachusetts State Building Code,Section J1.1 2.3.1,requires that the actual property owner(not the owner's agent or representative)acknowledge receipt of this CoNsmAER LNF01LMA-n0,r FORM prior to issuance of a Building Permit for a project[hat includes "sunroom" additions to an existing residential building. In accordance with this requirement,the undersigned hereby acknowledges that she/he has read the information in this document concerning sunroom comfort and energy conservation. Sign a Actual Bu din;Owned DatZ" Print N e Address of Permit Project ` Owner Address(if different than project location) Owner's telephone number r' 11 { tp +SW -� ;#: , 1 _ 1 �spa E�� �=}I✓��A�����..��, f�;>�� ,(I� l F1i t4 f i {��__�7 • • • e� �sj7(�'�JI�i a•yrfi'�i,i� �'W+5 t! _ ifix iv Tr — ' S w4 }, ygi k5.._ �• �1 �'IIF�F�;s#xsd�`F#`it.;�a(�+i��iFt y{'r§�S.r.F6i frZIs {j� i 1 ar{v 1} s r Zot x tt i . t �j1A ir4, iWa,All. } } t #i� . I OtfME�p�� The Town of Barnstable P� BAP ASS- E. MASS. Department of Health Safety and Environmental Services 0 , 'Fo MAC Building Division 367 Main Street,Hyannis,MA 02601 ice: 508-862-4038 508-790-6230 PLAN REVIEW f Owner: c>-V Map/Parcel: Project Address: 4 v— Builder: V The following items were noted on reviewing: o" �. C-)l d er !�2 C)YQSSyr 4rQe� 1 u T 1 4 .. z Reviewed by: Y Date: q -- 10 Luow Ce 00 r q•1'1 Y �t-ioz r: F,vu �! 97 rr + 9 1,7 rb � TQ PuER, a BAXTI 24CY3 J. i iV1R �mRs, 3" 1�ARt21tt�6-'ToN 6 B IMLYRRU WAV 3t,2 - 6355 i �'�kREt SE�So+� Su" SZdoM i, —z-- 6' sL%ol>N c.,- 6 t-As s Ovo R trJ tw poW S VLCMT%CAL- FouR - ,;LAck wtwJowS �SC�FENS i� y �{ gl8 T.Htr,r�,V�DEck F�Dis. 7u�ST � xy8" gc�ZS 4X6 PT- Soy,o TvBG¢ oases Coar.tal .rdices, Inc. P6ah.. ._ Fax- �r� r - P.O.Box 54 z g C C Vj-M(i v 1 LL lr VA1k SIDE- Yler—) Coastal Construction�1fLlJA SA AeA 1Vi lcesv Inc. WatureScalve ratio Rooms Siding and Office- 34-5-10,68 Fax-(508)945-7427 Doug Hempel P.O.Box 54 Uc. #080455 W Chatham,MA 02669 DE51GIV OA4 7`.4 ti S///6LE FA/y/L Y -- 3 BE0�2oOM ' A/O GQ,2,aA 6E G�/NOE,2 0,4/L Y Al-0 W = //D X 3 = 330 G.P.O. l SEPT/c' T,4.c/s� = �334X/Soo =�yr'G.P•.o. ,,r/OEW.eLG �t.eE,4 = /So Ste: /ro S..4= X Z•S TOT,4L, IJ.4/LYFLoi�d= ,3.3D6•Po XTER IAIV OE,s/GAs/ �.E.2COL4T/a�1/.P�4T�'.' /"/.V 2•y/�t/. G��LE� "�.l'_• i { '{ t. 44�. J tVlL�sl'filY � :l RS FG• � 98 � Loam i7isE2 —t-o ��e'.���� /ODO �Ke.) s ,.,. /�f/✓. 9�L,� z' /y✓ �¢ SEor�'G � LEAtI/P/T �j p w--♦ '.�/y• p TA92 NS ��NE ,. .fr1,,vE .� G'E.2T/F/EO PG OT pL.4�✓. PLEA✓ ,2EfE.e�At/c� ' ! EL=77,7 / GE,er/Fy Tf/.4T T�`►'E �ov�J1JFtoo-v,s.�/avt/.v /Gi3At Xa-z c : "'w,)4w -7/5/e4 .yE.E'EoAv G'O�►1PGys l�/J'�T,yE S/�E,C,/,ciE B,eXTF,e€,t/l�E, /�vG. AAvO T.y4 ,eE6isr�'er'O�•�wo.SIi,C✓Eyd�S Tox�,v Gtr� �� r AvA'I- /.S At •! T//!s B�ti /s NoT l�ArEO oi✓A4.V//XST,tz- -�%if�Nr-svec�Ey,dvO r.�/E o�.s�r.� shy t�/�/yE,P.�oi✓�5.4•'oti�-v.tiaT!� vsEo f o �R ATTIC BEAMS by Weyerhaeuser 2 PCs of 1 3/4" x 11 7/8" 1.9E Microllam@ LVL TJ-Beam®6.35 Serial Number: User:1 10/13/200912:30:25PM THIS PRODUCT MEETS OR EXCEEDS THE SETDESIGN - Page 1 Engine Version:6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED ®, Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:8'6" Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 255.0 85.0 0 To 16' Replaces ATTIC LOAD 30/10 8'6" SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 1.89" 2040/772/0/2812 A3: Rim Board 1 Ply 1 1/4"x 11 7/8"0.8E TJ-Strand Rim Board® 2 Stud wall 3.50" 1.89" 2040/772/0/2812 A3:Rim Board 1 Ply 1 1/4"x 11 7/8"0.8E TJ-Strand Rim Board@ -See iLevel@ Specifier's/Builder's Guide for detail(s):A3: Rim Board DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 2753 -2362 7897 Passed(30%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 10784 10784 17848 Passed(60%) MID Span 1 under Floor loading Live Load Defl(in) 0.395 0.392 Passed(U476) "MID Span 1 under Floor loading . Total Load Defl(in) 0.545 0.783 Passed(U345) MID Span 1 under Floor loading 'Deflection Criteria:STANDARD(LL:L/480,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 13'7"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel@. iLevel@ warrants the sizing of its products by this software will be accomplished in accordance with iLevel@ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user.This output has not been reviewed by an iLevel@ Associate. -Not all products are readily available. Check with your supplier or iLevel@ technical representative for product availability. -THIS ANALYSIS FOR iLevel@ PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the iLevel@ Distribution product listed above. -Note:See iLevel@ Specifier's/Builder's Guide for multiple ply connection. • PROJECT INFORMATION: OPERATOR INFORMATION: LOU VAILLANCOURT John A Shakliks 6S 09 HALYARD WAY : Mid-Cape Home Center CENTERVILLE MA 465 RT 134 PO Box 1418 South Dennis, MA 02660 Phone:(508)398-6071 Fax :(508)398-4559 ashakliks@midcape.net Copyright © 2009 by iLevel@, Federal Way, WA. Microllam@ is a registered trademark of iLevel@. = I® ATTIC BEAMS by Weyerhaeuser 2 Pcs of 1 3/4" x 11 7/8" 1.9E Microllam@ LVL - TJ-Beam®6.35 Serial Number: User:1 10/13/2009 12:30:25 PM .THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN - Pagel Engine Version:6.35.0 - CONTROLS FOR THE APPLICATION AND LOADS LISTED 1 ; o, ,o Product Diacgrani is Conceptual: LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:8'6" Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 255.0 85.0 0 To 16' Replaces ATTIC LOAD 30/108'6" SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 1.89" 2040/772/0/2812 Al Rim Board ^1 Ply 1 1/4"x 11 7/8"0.8E TJ-Strand Rim Board® 2 Stud wall 3.50" 1.89" 2040/772/0/2812 A3: Rim Board 1 Ply 1 1/4"x 11 7/8"0.8E TJ-Strand Rim Board® -See iLevel®Specifier's/Builder's Guide for detail(s):A3: Rim Board DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 2753 -2362 7897 Passed(30%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) . 10784 10784 17848 Passed(60%) MID Span 1 under Floor loading Live Load Defl(in) 0.395 .0.392 Passed(L/476) MID Span 1 under Floor loading Total Load Defl(in) 0.545 0.783 Passed(L/345) MID Span 1 under Floor loading -Deflection Criteria: STANDARD(LLL/480,TL:L/240). Bracing(Lu):All compression edges(top and bottom)must be braced at 13'7"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: _IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel®Associate. -Not all products are readily available. Check with your supplier or iLevel®technical representative for product availability. -THIS ANALYSIS FOR iLevel®PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the iLevel®Distribution product listed above. } -Note:See iLevel(D Specifier's/Builder's Guide for multiple ply.connection, PROJECT INFORMATION: OPERATOR INFORMATION: LOU VAILLANCOURT John A Shakliks �08 I�HALYARD WAY Mid-Cape Home Center, CENTERVILLE MA 465 RT 134 _. PO Box 1418 ' South Dennis, MA 02660 Phone:(508)398-6071 Fax : (508)398-4559 ashakliks@midcape.net Copyright O 2009 by iLevel®, Federal Way, WA. . 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DESCRIPTION BY DATE m F m 68 Halyard Way 33 North Main Street preliminary I, tv Centerville, MA South Yarmouth, MA proposed 28' _ 24310DH •� 26' 24310DH �' O ;� 0 � O O N O W 046 Cr _ 200W �/-1 w 1 �lV I I 864D 40640G - - - - - - - - 14 -- - 12'-6 1/2" _ 3 ! ` � E =: kn o , ro � � �, o � I I � E � N n �� 1�Q h C I Co U! i or O a 2 ; p ip :3 a _� i Z n Ei• 5'�' O '° m Q - V a 26641 6 5065 2864DO 3 't X tl ry (n I3 3, o a I , l 2668 2666 a O A -f IL � _ 11 6041MU 3241LIH 26' (n :3 0 O (n U) o SHEETTITLE: NO. 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These units will feature high performance argon-filled, low-E4 insulating glass; low maintenance vinyl clad exteriors in white, prefinished interior sash in Anderson White, full insect screens and white sash lock hardware, no grills. WIND OW SCHEDULE r QTY. MANUFACTURE DESCRIPTION ROUGH OPENING note CALL OUT A2, Andersen TW26310 2'8 1/8"x 4'7/8" A2 Andersen TW26410 2'8'1/8"x 5'7/8" zz� s , P\ _ W (D (N —7r 0- X N < �,(0 21 CP vp to Ei•ZK X to- - - 3 —• -T U1 ' km N rt _ Cp O CP . . _ X X X n N - L O'n. N O_ _ - - X N AT < r" —1 (� m X X a= E Vb C � X X� t ` 0 (A77 -. - .� ` O X. . '- V pP 0 In Ln SHEET TITLE: - NO. DESCRIPTION BY DATE - .. In ro m D > Lou and Kelly Yaillancourt George Davis, Inc. 6b Halyard Way 33 North Main Street preliminary section00 Ln Centerville, MA South Yarmouth, MA and pictures " ROOM �� ALL COMPOSITE PANELS CAN BE USED IN ANY ROOM /1 "��� Number of component areas: 1000 NOTES: 1.) C9LCULA71ON TABLES INCLUDE A 33.3XG lJ lJ,�/I � ########i#####i#i##ii###### OF THE FOLLOWING ROOF-WALLS-FLOOR. On�� O aeo ^ - f0 20 25 31 40 60 85 70 80 90 100 INCREASE FOR SEISMIC AND WIND CONDITIONS. p� 'O0 pp'� I Area = 0.324668 in 2 A - L/80 2.) BOLTED CONNECRONS swAs MR/eta ----__- Aro TT_ - P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. STEEL BOLTS USED WITH AL STRUCTURES SHALL BE ALUMINIZED sa1As MR PW _ - 1w1 AI)a FRr4 AX6 Centroid = 4.967281, 7.201289 in 3 /N. i FOAM HOT DIPPED GALVANIZED• ZINC PLATED ELECTRO-GALVANIZED, OR h/rI / 15' 13'-1' 12-6' 12' i f' 9' 8'-8' STAINLESS STEEL /N ORDER To PREVENT G4LYAN/C CORROSION $ilia FOR 1I�a FOR/ 0.019 AL. THAT Wiu RESULT FROM DIRECT CONTACT BETWEEN STEEL AND ww qeµ 4we1 AM PaN AI05 j pw rewats ar n„ a aatlsl (� ' x ixx = 0.065847 in^4 Principal axes angle of rotation = 0.000000 (x/ 6W41/rw+J &Al tlww/a ey oao Teo aoz� '�� Ix'x' _ 16.929516 in^4 4.967281,7.201289 3 IN. 1,f FOAM ALUMINUM. OF aatxat A. aoaf aeJate ° FaR liar wcwoRs of wsrtK ew ao>sa2 o J1e IfueM OF e� he a" aoaea OF"7+' = �n 1.07164 I - 0.220019 in^4 6.057342.7.201289 16, 14' t3'-s' 13' 12' 8' 7'-6" 3.)ALL DATA IS CALCULATED FOR EXPOSURE C' ey ae51�2e omaw RK W Aral er aJmw 001M rr 1.o71e4 asaleo _ 0.024 AL. AS DESCRIBED IN THE A.S.C.E HANDBOOK ANSI ASCE 7-88. aloes OF 1marlaAr ,x Hias a44.e O O IYY 8.218756 in 4 4.967281.8.291349 / RAOAs of 0fa111a10 w au0r5 1.1mm !+/r) 01e1/t4AW RAOus of mralfats = &WON atsm Fr 0.3o17 0S1ge VenOff FIM 0 1.0 Ma a70M - 6.076092.7.182539 3 IN. 2# FOAM 4.) THESE PLANS ARE IN COMPLIANCE WITH THE 1997 EDITION 1m aeo Jz 0:285866 in^4 4.967281,8 310099 2oob 0.030 AL. 1T 16' 6' 16' 15' 14' 12'-4" 12' OF THE STANDARD BUILDING CODE SEC77ON 2603.3. Fr r.feoa2 aJsioi sr aeJeoi a2eJ4e c a757e0 1.aore> lira = rotexts OF,ex asfoar aeiseo FXRaaE F191 0 &rase OAM f0 00D 25.148272 in"4 0.037500 #txttmis taeRe o r.aer4s alle4la br aele4J aJ1oe0 an1m�E F6� 0 reerel 0.eee1J c oeri21 arno .aeo Jz = LO c 1.04er2 t.eeeee ales$oFONah Ar 471920 rs74ar c 1-f0eae t.e�tlf - 0.000000 4 IN. 1 FOAM 19,-2' 16'-10 16'-2' 15'-7. 14'-5" 12'-5"12'-2« W-1 f 9'-To' 8'-8" 7'-6" WARNING;THESE CALCULA77ONS AND TABLES ARE INTENDED AS rr ts74e2 aife» Pxy = 0.003312 in^4 5.512311,7.201289 0.024 AL. MINIMUM GUIDELINES 70 NORMAL. & PROPER INSTALLATION DORM F191E 0 1.eeeeJ 1.7Jeee EXPOSED Px y = 11.616954 in^4 5.512311,7.201289 4 IN. 2# FOAM 20'-5" 19'-10 19'-2' 18' 16'-f0 14'-8" 14'-5" f3'-6' f2'-4" 11'-2" 9'-8" ANY PROFESSIONAL14CE ENGINEER. BE REVIEWED BY A REGISTERED DWG. #603 DWG. #804 __ c 1.71an 1.eeess AxPosm rxx = 0.450348 in PGT 8901 1 00 _----__ $arms MR l= fo - 0.030 AL. _- w"" Ffr11'Ares rx'x' = 7.221087 in 6 /N. 2# FOAM 29' 28' 2T-6" 28' 24'-T 19-7» 19' 18' 16'-6' 15' 13' ryy = 0.823209 in 0.030 AL. E-MODULUS OF EIASnci1Y L •SPAN IN INCHES. !r 4J2ee fsir/�w ryy 5.031336 in aDNSTANTs OF MA7 E RiAL VARIABLES. -RADIUS OF GYRATION UU Aralwts aF atmtl mr astir a$n4s = L 12O I = MOMENT OF INE7RnA awns ofcnlAnaa roLiz © tf5 Imax = 0.220090 ins 4 STRENGTH. / S- ULTIMATE COMPRESSIVE P = ULTIMATE UNIT LQAD Number of component areas: 1000 EXPOSED Imin = 0.065776 m 4 3 IN. 1 FOAM t4'-s" t3' t2'-2" 12' 10' 6'-8' 6'-1" DWG. #813 IXIREIE F1eRe , Au1sJ AOeee4 wwwwwwwwwww#wwwwwwwrwswwwww 2f00 K= 0000i K= 0.0001 DWG. #812 c amvaJ arTrrJ - 0.019 AL. -- _ sar/os Fpt)err Area = 0.272795 in 2 I_ 2fa I 3 iN. 1# FOAM SLENDERNESS RATE ffi 3as135 SLENDERNESS RAfl p - 454948 0.024 AL. 15' 13'-4' }3'-1' 12'-2' i1'-7" 8'-11 8'-1' P = 871251 Psl. p = 7921.77 P.S.I. e;F' (rt�sF/ - SODS t R 181 Centroid - 9.192458, 7.376196 in Number of component areas; 1000 p a 60.50 PSF P 55.01 P.S.F. sans FOR/lets SMW Fair 18fe _ www*wwwtwwwwwwwwwwwwww�wwww 3 iN. 2# FOAM HOWSM OF" " °ofr as°io e a --�� SOS MR ors - 7W ""w 1�:" (w°R j w>v TW O/'= Ixx _ 0.020361 in^4 Principal axes angle of rotation 0.000000 - _ 0.030 AL. 16'-7" 16' 15' 14' 12' 10'-1"9'-10" L = 38000 V. L = t6000 IN,4 1°vR AYA4 PRItI ArES (x/r) tIDUR/rRRI gg Area 0.596581 in�2 MOMENT OF INERT14 X-X 1.9B40 N. MOMENNT OF INERTIA X-X 0.4061 XWAs OF 01 IM' u a41419 1.1?JJe (x/r) !t°M+/+41W MOM OF eearsw bw 1.GW77 1.5fe17 Ixx' - 14.871007 in 4 9.192458.7.376196 4 IN. 1# FOAM MOMENT OF INEt714 x-x 1.9840'�N. MOMENT OF INERTIA X-X 0.3907 10 yr fa2Jx aslae fAWFRIS aF IeR/M s. irises) "Omen OF Omit sot f C w by im/41 DAMW I - 0.170174 in^4 9.947$66,7.376196 - EXRElTe:'FIaVQ o. t.e02n t.f2eea Yr are0ol afeoo4 by at0es 0.F(RtdlTmlk xr ta22rr tsssn = 18` fs'-1' 15'-e' 14'-T 13' 10'-6" 10' 8'-5" 6'_4" 4,_2" 2•-1» c aonw aJee4e llofaas or>wvtew�, oeeaa+ aea�s ex t 2+er1 °F°"81T01k IMAMS '2°°°d = 1.12M 0.atete I y y 23.212474 in"4 9.192458.8.131604 �-- 2000 ) Centroid 8.699478, 11.378232 in 0.024 AL RAD/us of GYRATION x-x t.t74s RATxus of GrRAnoN x-x o so6s IMAMS aalr� 9.960366,7.363696 4 IN. 2/[ FOAM ,RADIUS OF GYRATION Y-Y 1.1748 RADIUS OF GYRATION Y--Y 0.7913 MOW OF 611000 F'x 1.0125 1=125 yy 1.2410.E Maul ir. 1.000 1! y a4a718 OAVIe 0 1.st210 alien °"ROEam 0 limi 20aw Jz = 0.190535 in�4 9.192458,8.144104 Ixx 0.356563 in^4 Principal axes angle of rotation = 0.000000 0.030 AL. i9' 11 t9'-2" 18' 6'-f0 14'-5" f0=1' 1'-10 9' 6'-8' 4'-6» 2'-2" 3 x 3 x .125 TUBE A 00 do AF9 E1rnReEFteRe o t24mo ts44ra OORDW FEW 0 1'e°e'6 ''moo Mew RM c 2.Jlee7 AQ0.7#0 c 2-311M Assist Jz' _ 38.083480 In 4 0.025000 PGT 8900 I ixx' _ 77.581732 in^4 8.699478,11.378232 c &a m aeons c t.eJaee 1.rJe7J _ 0.000000 _l tyy� _ 0.392591 in^4 9.678203,11.378232 6 IN. 2# FOAM SPAN P.S.F. SPAN P.S.F. 2 "' ERI Pxy _ 0.000567 in^4 9.570162,7.376196 lyy = 45.558735 in^4 8.699478,12.356957 0.030 AL. 28-6. 27-6*26'-4' 24'-6" 21' 15' 14,-1" 12' 9' s' 3' HQG HEG 00 Pxy 1&496399 in^4 9.570162,7.376196 - ^ 9.703262.11.353173 12.000 65.32 12.000 64.54 Jz 0.749154 in 4 8.699478,12.382016 rxx = 0.273202 in A1W Ji 123.140467 in^4 0.050118 PGT 8900 L/180 18.000 64.51 18.000 62.84 rx'x = 7.383325 in - 0.000000 24.000 63.42 24.000 60.61 ryy = 0.789820 in Pxy = 0.032074 in 4 9.188840,11.378232 3 IN. 1# FOAM 30.000 62.08 30.000 57.95 -_ saw SIR l _---- ryy = 9.224494 in Pxy = 59.084444 in^4 9:188840,11,378232 0.019 AL. 1 t'-6' fD'-5' 9'-8• 8'-11" T 4' 3'-10" 36.000 60.50 36.000 55.01 PGT 8901 3 IN. 1# FOAM 42.000 58.75 42.000 51.90 u+etAres F+►t A� Imax = 0.170176 in^4 rxx = 0.773096 in 12'-£f' 12' to'-2" 9'-7' 7'-2' 4'-2. 4'-f" (■/r) t llR/ ^ rx'x' = 11.403681 in NOTES 0.024 AL. 48.000 56.84 48.000 48.72 Imin = 0.020359 in 4 r 0.811214 in 1+GT 89100 a<PGT 8801 MUST BE sir TED 3 IN. 2g 54.000 54.82 54.000 45.55 - 14arIflNfS of 4VQRM ter 1 r Number of corn onent areas: 1000 �� - 1OGEn#ER W1IN/e 7E1t a MAX aF s• AO M L!6' 14'-2' 13'-t' 12'-5" 11'-8" 9'-2" 9' **************** ********** Number of component areas: 1000 ryy = 8.738787 in 60.000 52.73 60.000 42.47 ` ' P FROM EACH END 24'a C.BOTH SIDES aLWs a mialfar Ar Ao7ae0 Ao7aQo '-+� www#gwwwwwwwwwwwwwwwwwwwww - 66.000 50.60 66.000 39.51 Af t esw2 1.0m - 0.411364 in^4 4 IN. 1#O R&M 0 J,40M A.mi� _- -- swan FOR Crete __ ------- snlosFOR�'R --'-- Area = 0.566080 in"2 - Imax _ '-1' 14'-5'13'-10" 12'-7"11'-10 9'-5' 9'-1' T-T 5'-2" 2'-10" 1'-2' 72.000 48.45 72.000 36.71 graw MYN FgrR.AIffS _ Area = 0.355822 in^2 Imin = 0.337790 in^4 78.000 46.32 78.000 34.09 c 4asalo s oaa41 myxeN/7 (r/ tx/ Centroid _ 20.371189, 13.074018 in - 4 IN. 2 --- sorAs FdE/Wfr iNoeratts OF erEtrnl a. aeas52 aEeras - Centroid = 179.275344, 65.272325 in #OEM •-2' 1 r 15'-8' 4'-10 14' 9'-10'8'-10" 7'-1' 4'-10" 2'-1* 1'-1" 84.000 44.21 84.000 31.65 MUM OF ox r2eeJ 1 90.000 42.16 90.000 29.38 ,,� ps/ l,� yy aamr ire '� adt5n °"'r' ixx 0.517419 in^4 Princi al axes angle of rotation 0.000000 - 6 IN. 2 96.000 40.16 96.000 27.30 !x/r) D►e f M1eI OWNS.OF GtA1rM = 1XW fails - alaus OF avalawe a t.oarre r.00ne Ix'x' _ 97.256931 i^^4 20.3PII189,13.074018 Ixx _ 0.049063 in^4 Principal .axes angle of rotation = 0.000000 #0 L28` `24'-6' 23' 21'-6" IW-6' 12'-8" 11' 9'-6" 6'-6' 3'-6" t'-6" »• a1'J57 ors» " a a'�7° - 1519.891615 in 4 179.275344,65.272325 102.000 38.23 102.000 25.38 -� FISM 0 1.00417 Looms lyy� = 0.517419 m 4 22.Ota754,13.0740t8 ix'x M0 "'$of serrtll e"r JL22177 .'x 177 Anf>d1E PMM 0 om2o ae/20 I = 235.400370 in 20:3711189,14.720583 1 0.320715 in^4 180.195010,65.272325 108.000 36.38 108.000 23.62 c r.essJo terns YY Yy 6 IN. 7#Ofl L awAs OF OPVMK w 10 A o i4mo 1.4efo - 22.054004.13.037768 IYY 11407.779547 in^4 179.275344,66.191991 25' 21'-6• 20' 18' 15'-6' 10' 0-'11 9' 6' 2'-10" 1'-2' 114.000 34.61 114.000 22.01. >'' ° ° Jz� 1.034837 in^4 20.371189,14.756833 1•0Q0 - ^ 180.210635,65.256700 #8 X 1�2 TEK ® EA. 120.000 32.92 120.000 20.53 MORe4E FXM 0 I.e722 1.0.20.E Jz 332.657301 in^4 0.072500 Jz = 0.369778 in 4 179.275344,66.207616 Q�n 2 POST & 6 " O.C. C 2AW - 0.000000 Jz' = 12927.671162 in^4 0.031250 PGT 8 9 0 0 0 = L/240 PER B.O.C.A. SEC. 1604.5.5 Pxy _ -0.023451 in^4 21.194472,13.074018 - 0.000000 /BOTH SIDES AS SHOWN Pxy 150.742501 inA4 21:194472,13.074018 Pxy _ 0.012581 in^4 179.735177,65.272325 / 3 IN. 11 FOAM NOTES: 1.45 Pxy = 4163.744371 in^4 179.735177.65.272325 0.019 AL. 9'-8. W-JO" 8'-2' 7'-7. 5'-11' 3'-5" 3'-5' 1 ALL READINGS TAKEN UNDER LOAD rxx = 0.956053 in - rx'x' = 13.107546 in rxx = 0.371330 in 3 IN. 1# FOAM 2 UNIFORM LOAD PSF ( POUNDS PER SQ. FT. ) --- scams Fair� --- EE EXTRUSION NUM S fo'-9. 10'-2' s'-8' s'-2• s'-1" 3'-5" 3'-5' �lw Ass FRry Ass ryy, = 0.956053 in PGT 8902 rxx' = 65.356646 in 0.024 AL. 3 ALL LENGTHS WERE A RESULT OF DIRECT TESTING 0Mp/,rwe ryy _ 20.392227 in ryy = 79-053 9 in 3 IN, 2# FOAM AT M.T.L. OR BY USING TEST DATA iN CONJUNCTION ryy = 179.053992 in -------- swesFl>R , Mwk?RSOF,P"M yy ts°2°5°im 1s°�0°°im44 Imax = 0.540869 in^4 - PGT 889$ Q 0.030 AL. t3'-s" 12' tr-1. 1o'-s" 10' T-8" T-s" ap Imin = 0.493968 in^4 Imax = 0.321296 in^4 PGT 8�01 4 IN. 1# FOAM WITH INFINITE ANALYSIS CALCULATIONS.. 1uotis a fAlrlraro ,« 1.01e0 rear ^ filet MR8 asR.A1R5 rr a74M ar4e9e Imin =: 0.048482 in 4 NOTE: 0.024 AL. 13'-T 12'-3. 1 t'-1. 10'-8" 9'-4" 8' 7'-7 s'-5» 4'-4" 2'-5" 1'-0" 4 DATA TO BE USED FOR PGT PANELS .ONLY SxAS FM IM !x/r) O+eR/IYRR) 9NDMW F10110. 0 Iwo 1.mr2J �Z IF EXl �8900 dt 8901 ARE SCREWED 4 IN. 2 FOAM 5 FOAM ALSO REFERRED TO AS EPS A1os Ad Wo4lFx/s *, 4e�u 4eexas c Armor AT7Je4 - 1.450 -� TOGETHER AS PER INSTRUCTIONS 0.03b AL. 16'-3' 14'-4. 13'-*' 12'-7' 11'-9' 8'-4' 7'-s' W-o' 4'-2' l-7' 11" 6 PANEL CONNECTION INCIDENTAL TO SPAN soe4s1 foelm OR WHEN EXT 8902 IS USED Gt/r) last/wsJ awws oFOralamR; xx f.aulae r.afere --� >lt ltwallts of 4ferR, �, s1.nJ1e ir.raJla yr rJrare 1AVML AS CORNER POST: 6 IN. 2# FOAM' 7 FOR GREATER SPANS, CONTACT PGT ei erJere arseto 23'-8" 20'-9" 19'-5' 1W-3" 15'-8" IW-7' 9'-3" 8'-1• 5•_6' 3'-0" 1'_3' R40W W 1»W IM a A� 2.J2sao vaRs E nim 0 A00000 Awl4i 1� 0.030 AL. c A4ean 2.4mao 2 ROOM 6 IN. 1# FOAM E1tltiollt:&sae 0 Zoom soaoa2 DWG. #821 DWG. #822 / 0.030 AL. 21'-3» 18'-3' 1T 15'-3" 13'-2" 8'-5" 9'-3' T-6 5'-1" 2'_4' I'_0" c A4e115 "if$ DWG. #823 / " 1" DIA. WASHER W/SEALANT, ALL COMPOSITE PANELS CAN BE USED IN ANY » 6 2 ROOM -BY VINYL TECH, OF THE FOLLOWING: ROOF-WALLS-FLOOR. 3 ROOM 6 "�. ROUT HOLE IN 5 ON ROOF PLANS. 48' x 3 5/8" E.P.S. & 6 5/8" E.P.S. WITH (2) 15/32 O.S.B. LAMINATES 5 'are INTERIOR SURFACE &FOAM OF PANEL 4 .- FOR BOX. #8 TEK SCREW' O � t RECEPT.OR SWITCH 1808 #808 1. .' 12" C.C.' " " EXISTING STRUCTURE 4•.Y ROUT HOLE IN EXISTING WALL : 48 x 3 5/8 E.P.S. WITH (2) 15/32 O.S.B. LAMINATES CLEAR SPAN LENGTH %r.. INTERIOR SURFACE a-, ✓ft FOAM OF PANEL #80 10 tb 20 25 30 35 40 45 50 55 BO 85 70 75 80 85 90 95 COD ,. FOR BOX. 4 4 = L/24O P.S.F.P.S.F.P.&F.PSF P.S.F.P&F.P.S.F.P.SF.P.S.F.P.%F.P.&F.P.&F.P.S.F.P.&F.PSF.P.SF.P.&F.P.S.F.RIF. RECEPT. OR SWITCH #814 #814 3 ZELECT.Box w/wIRE 3 ./ 2 6EA"15 3B FOAM 2'-6 2'-0 Y'-6 t'-0 0'-8 01-0 9=8 81-0 8'-6 e'-o CLAMPS,MOUNTED • l TO INTERIOR I I ' �^ 5 SURFACE s rJ #12 S.M.S. •''` #810 "'_y awMtlluM EXPANDER 48" x 3 5/8' E.P.S. WITH (2) 15/32 O.S.B. LAMINATES CLEAR SPAN LENGTH ':= LEFT SIDE : RIGHT SiDE 4 ja CHANNEL 4 DESIGNED TO WITHSTAND UP TO L/360 10 15 20 25 35 40 45 50 55 60 es 70 75 eo 85 90 95 too ELECT. 80X W RE �Y: 12O MPH FASTEST MILE WIND LOADS P.SF.P.SF.P&F.P.&F.P.SF P.SF.P.&F.P.&F.P.SF.P.S.F.P.S.F.P.&F P.S.F.P.SF.P.&F.P.S.F.P.SF.P&F.P.&F. 812 r• ;-. RIGHT SIDE WALL 3.625'2# FOAM #812 CLAMPS, IAouNTED ' •••� # 3/4•DIA HOLE t~ IN BOTH UPLIFT AND LATERALLY IN 3'-6 2'-s 2-0 1-a DETAIL #1 2 EA. 15 32 0SB " •�- LEFT SIDE WALL IN FOAM FROM ELECTRIC ACCORDANCE WITH SBCCI REPORT TO INTERIOR .� �! WIRE 1819 SURFACE I WIRE CHASE m FASCIA SECTION Box FOR WIRE #9570 48" x 6 5 8" E.P.S. WITH 2 75 32 O.S.B. LAMINATES CLEAR SPAN LENGTH FLOOR RECEIVER 4 4 WALL SECTIONS NOT TO EXCEED 10 15 20 25 30 35 40 45 50 60 65 70 75 80 85 90 95 1OD 0 - L 360 ,-:�. #8 TEK SCREW 54" x 96" - / P.SF. P.SF P.SF P.SF. P.SF. P.SF P.SF. P.S.F. P.SF. P.S.F. P.&F. P.SF. P.&F. P.S.E P.SF. P.SF. PSF. P.SF.�..•�. `^•�, 4 #81. 3 p,EC7RIC HAS ONLY BEEN SUGGESTED TO BE INSTALLED AS PER DWG. 3 12" C.C. '.. .•• .� .syrJ 1(.% WARECTE .ALL ELECTRICAL WORK SHALL COMPLY.WITH THE LATEST EDMON OF THE 6.s25'2 FOAM .� 1•� f=6 1'-2 '-0/9'-9 19'-0 18'-2 1T-2 48'-s 16•-2 15=e lV-1 14'-6 4'-2 3'-10 2'-0 0'-6 3/4•DIA.HOLE .-A #810 5 ::Y; RUN NA710NAL MECTRICAL CODES AS WELL AS AIL LOCAL CODES. 5 2) 1/4" DIA. REDHEAD WEDGE ANCHORS EA. 15 32 OS FRAME FOR, IN FOAM FROM ELECTRIC WS-143 0 6" C. . SWING DOORS. BOX E CHASEE WARE ..WAS #811 4. ONLY to BE USED FOR POT SCREEN ROOMS 2 C 4 (1) 3 16 TAPCON BTWN. COLUMNS. SURFACE BURNING CHARACTERISTICS 3/16 TAPCONS 0 24" C.C. ON SIDES 819 ELEC. #812 OF ROOM AND _ •- ' ° OF PGT COMPOSITE PANEL # ELECTRIC HAS ONLY BEEN SUGGESTED TO BE INSTALLED AS PER DWG. (2z AT COLUMNS. • R NE ALL ELECTRICAL WORK SHALL COMPLY WWTH THE LATEST EDITION OF THE MIN.DEPTH INTO CONCRETE SLAB MUST BE 1.5" 4" ; _ _�, = ' °- ° - °- 8" Max. M x. Max. Max #812 ONLY TO 9E USED FOR PGT SCREEN ZOOMS NATIONAL ELECTMCAL CODES AS WELL AS ALL LOCAL CODES c a - - a ; • (12") # #w ##w ### #81 R 3 4 4 5 3 4 4 5 3 4 4 5 3 4 4 3 6 L ®. °d (FOR VA.) P Flame Spread 10# 10## 15##* 15### 2 2 °. . a 4• -Non Determinable #817 . Fuel Contributed #810 812 810 820 820 #810 #812 #810 #817 #12 S.M.S. 2" & 3" ROOM smoke Developed in a 130ii 130sto d In #816 # )!I I� # - - � 12' * Installed in a thickness, or stored in v' ° to . e 2 EACH REBAR an effective thickness, as indicated, DETAIL #2 .4 - 0 0• L�60 for a density of 1.0 Ib/ft3 GUTTER SECTION ' • , p FOR SCREEN ROOMS, CONCRETE SLAB MUST BE A MIN. OF 3.5" AND 2500 (3500 FOR VA.) * Flame spread and smoke developed FRAME FOR SLIDING 1 1 P.S.I., AN APPR D VAPOR BARRIER A MIN. OF 6"X 6"X # 10 WIRE MESH # recorded while material remained in GLASS DOERS. DETAIL #3 ON A VEGETATION FREE SOIL BASE,AND R MBA tE LAB ALL ELF RIOUS the original test position.ignition of MATERIAL WITH GRANULAR FILL COMPOSED OF 95% PROCTOR. molten residue on the furnace floor ALL GLASS ENCLOSURES MUST HAVE A MIN. OF 4" 2500 3500 FOR VA. PSI CONCRETE resulted in flame trove) equivalent to VERTICAL SECTION THRU calculated flame spread classification SLAB WITH A MIN. OF 8 X 12 12" x 12 FOR VA. FOOTER AND REBAR AS SHOWN. of 15 and smoke developed classification SCREEN ROOM WALL SLAB MUST ALSO MEET SCREEN ROOM SPEC. of over200. SECTION THRU 3 f1 SCREEN ROOM SECTION THRU 2" SCREEN ROOM NOTE ALL LOCAL, STATE,AND NATIONAL CODES MUST BE IN COMPLIANCE #* Flame spread and smoke developed ** recorded while material remained in the original test position. Ignition of 2 & 3 ROOM calculated in flame travel equivalent to " p" " 3' 4', or 6' Roof Sect t on molten residue on the furnace floor » 11 2 C}L 3 ROOM. ,-.-- f7 7D Ad,J ustab t e Header Receiver,I ver 3 ROOM " 3 ROOM SLOPE NOTE, Caulk ALL Joints Edges, & Fasteners of70and flame develospreadped classification #8 x 3/4 HEX. 9 � of over 450.smoke developed closaification #8 x 3/4" HEX. TEK SCREW w/WASHER /'� A oI j u s t ab L e Gutter TEK SCREW W\WASHER ADJUSTABLE RODE Ad Justab to Wa t l Receive I ve *** Flame spread and smoke developed FOR SCREENS, REFER TO *** recorded while material remained in 12" 0.C. .✓'�WALL MOUNT PANELS g CHART #1 (PAGE 82 OF Header Rece I ver Ad J ustab t e Fascia I a the original test position. Ignition of PRODUCT BOOK FOR 7 PSF AND molten residue on the furnace floor AND CHART FOR CORRECT resulted in flame pave) equivalent to calculated flame spread classification SPACING OF VERTICALS USING of85and smoke developed classification HEIGHT AS THE CONTRIBUTING a10 x 4• ors e x e 1 of over 450. FACTOR APPROVED CAULKING MUST BE Hex Ha. with Neoprene W her USED AS SEALANT BETWEEN 6 SMS Cap Nut 13 14- U.C. ROOF ADJUSTABLE SILL EXTRUSION AND CONCRETE Typical u"Values Root Systems OF ADJUSTABLE RIDGE BEAM e'- 0" ELEVATION OR DISTANCE EPS OR PANEL FASCIA PANEL WALL HEADER EPS/COMPOSITE ABOVE GRADE. TO BE IN DECK TYPE C FACTOR EXISTING \ ACCORDANCE WITH LOCAL 10 .05 .03 REFER BUILDING CODES METAL DECKS .090 .047 029 FOR GLAZED UNITS, T POURED GYPSUM (2 1/2) .077 .043 .028 TO NOTE # 2 (PAGE 82 OF i LIGHTWEIGHT CONCRETE .072 .042 .027 GUTTER /L STRUCTURE ADJUSTABLE I ���' .�'"� ) D AIL A GUTTER SECTION WALL HEADER PRODUCT BOOK) USING ONLY PGT 4" CONCRETE SLAB STR c7URAL CONCRETE (4' 087 048 .029 FASCIA SECTION UNITS, ALL CAN BE REFERENCED 6 X 6 10 X 10 W.W.M. 10" X 16" FOOTING W/(2) '� WOOD (NOMINAL 1') .083 .W .029 �- 1" DIA. WASHER WITH SEALANT, 18" TO TEST DATA 'MTL # L-45557 #5 CON71NUOU5 NOTE CALCULAnoNS BASED ON ASHRAE HANDBOOK BY VINYL TECH, AND #10 S.M.S. AVAILABLE UPON REQUEST PROCEDURES AND ASSUME WINTER HEAT FLOW CON017IONS N X 4" (4) PER PANEL AS SHOWN ON ROOF PLANS. o o o 0 0 0 o 0 12F(IN VA. TO THFRIua/ EFFICIENCY EPS ROOF INSULATION FROST LINE.) 7HICKNESS R VALUE C FACTOR g TYPICAL FRONT ELEVATION TYPICAL SIDE ELEVATION 3.r/2« 125 .12 10 a. SCREEN ROOM WITH ADJUSTABLE PITCH SCREEN ROOM WITH RIDGE BEAM Sub1 Frame Rece I v 3 1/2' 14.6 .0077 5' 20.8 05 e 6 » p _C l osure 6" 25.0 .04 l 3 Room olVl AdJustalo le Corner o /� 8• 33.2 .03 ND o #12 S.M.S. A (FOR OF 0.24 AT 40 F PCF DEAN TEST E ENSITY�7EMPER47U N ROOF PLANS � �/ N07E VALUES BASED 0 THERMAL C EI!rk,MTY N DESIGNED TO WITHSTAND-UP TO 120 MPH FASTEST MILE WIND LOADS W"osher/Hd.Hex screw o IN BOTH UPLIFT AND LATERALLY IN a 1z• o•c. #95 ORDANCE WITH SBCCI REPORT ( ( ( Feria L Receiver eReceiver FQ�� gSS9n a COPY AVAILABLE UPON REQUEST REF. /6 '� SCREW • ` �' J pMAN yGm " I I I I I I ( I I I I I I 12'C.0 Floor Receiver ver �= oI (2) 1/4 DIA.REDHEAD WEDGE REF. REF. REF. SPAN CTURAL -+ nl ANCHORS WS-1432 0 6" C.C. T C,5ta= �iO CHOfl 1'1�1Cwj, ]In ,t. 4?, o. 2720-ST �' (1) 3/16» TAPCON BTWN. COLUMNS. I I I I I SPAN I ( I I SPAN I I SPAN I i f I I ( I CHART 3/ts"TOGGLES OR 3 t 8"TAP-CONS 0,12' v » CHARTS. I CHARTS. CHARTS. eft FOR ca.S BLD�G. #14 x 2• Topcon (concrete) or NdtureSCape M10 R0�'fl!''�S O � 3 16 TAPCONS ® 24" C.C. ON SIDES CBS=CONCRETE BLOCK #10 x 2' Hex Washer Hal. screw Ex I st i n Deck or Foundat I on °9 ° OF ROOM AND (2) AT COLUMNS. (SEE NOTE) C f 9 N MIN. DEPTH INTO CONCRETE SLAB I I� � I I I ( I I /STUCCO CONS7RUC110N le 4• from en• end 6 14• t1 C. ����� SQ8 � =11grj8 APB � 2 � DAL /0/STG��� I Id AL � MUST BE 1.5" - A - - � - �- � - O O O O O O O O O O O O O o O O O O O O O (Ji _I Revisions: Tolerances Unless Noted: .--- - - - B GENERAL NOTES REVISION THE/NFORMA71oN, DESIGN OR DATA CONT ED FMC609. t 1164 .r1 OVERHANG SECTION A-A Decimal•00. t•O1 HERlN/S THE IXCLUSNE PROPZRIY OF -#12 S.M.S. 2'' e. 48"MAX WIDTH 2- 8"w/ABOVE ,7 UPDATE SBCCI REPORT # Decimal.ow t005 INDUS7RIES AND CONSIDERED CONRDENrw 1C&. SS W 4 z 2 Room o m 9 AND PROPRIETARY NO PORTION OF THIS s ur 12.1141 (SEE No7E} DOCUMENT MAY 8E USED OR REPRODUCED IN SPAN TYP. Angular t l' 0 0 D .0 a ' A . - o° ANY FORM WITHOUT THE EXPRESSED WRITTEN N b ®O a TYP. INSTALLATION $Nat reSca e ..e'• e 'oe d . d c PERMISSION OF POT INDUSTRIES O GUTTER FLAT TO WALL AT FRONT O GUTTER 2'-6" AT FRONT O FASCIA FLAT ALONG NOTE: ® FASCIA OVERHANG 2'-6" AT P FRONT AND SIDES. Material: INDUSTRIES E DETAIL C FASCIA FLAT TO WALL AT SIDES FASCIA FLAT AT SIDES WHEN USING TOTAL ROOM FRONT AND 1 -6 EACH SIDE. Description: °' VERTICAL SECTION THRU (SEE DETAILS) PACKAGE MAXIMUM PANEL 2 " AND 3" NATURES/-A ROOM F C-I-occAI Qnnnlf i WIDTH IS 48". Revsd W. Date: Chkd By. Dote: IVOR 215102 INS 819100 PGT NO- VENDOR NO: Scale: Sheet: Drawing No. Rev. P.O. BOX 1529 Drown By: Dater NOKOMIS, FL 34274 R.S. NTS 1 or 9 VT 1692- 9 D B SECTION 01001 STANDARDS o ` ALL WORK SHALL BE DONE AND CARRIED ON IN ACCORDANCE WITH ALL ' . GOVERNING (FEDERAL, COUNTY, TOWNSHIP, CITY, ETC.) AND ACCREDITED EXISTING STRUCTURE AUTHORITATIVE AGENCIES AS LISTED IN THE APPENDICES OF BUILDING OFFICIALS AND CODE ADMINISTRATORS INTERNATIONAL, INC. (BOCA) POLYSTYRENE 4 1 2" I , ---- •,�� = CODE, LATEST EDITION AND THE STANDARD BUILDING CODE (SBC) / LATEST EDITION. OR LUMBER `R= 6 1 2" 3/4" / SECTION 01002 - REQUIREMENTS O.S.B. DECKING , 7, A. THE GENERAL CONTRACTOR SHALL CHECK AND VERIFY ALL / I EXISTING CONDITIONS AT THE SITE OF THE WORK, PRIOR TO - POLYSTYRENE BEGINNING WORK AND SHALL BE RESPONSIBLE FOR THE SAME. O.S.B. DECKING B. THE GENERAL CONTRACTOR /S TO NOTIFY ARCHITECT/ENGINEER _ - " - ;, IMMEDIATELY IN WRITING IF EXISTING CONDITIONS INVALIDATE THE 2x DOUBLE6 LUMBER I \ / i DRAWINGS OR WHEN QUESTIONS ARISE REGARDING THE INTENT OF THE DRAWINGS. THERMADECK PANEL �-- - ,-- . C. THE GENERAL CONTRACTOR IS TO SECURE ALL NECESSARY FIGURE A — SIDE VIEW /� -� , - ` -; - " ' ' - PERMITS AND CERTIFICATES OF INSPECTION IN CONNECTION WITH FIGURE B — TOP VIEW / - ' ' THE WORK. ` �~> >> D. ANY DEVIATIONS FROM THESE DRAWINGS WITHOUT THE LUMBER .- , ,, �- ,, - _ -' - ARCHITECT/ENGINEERS WRITTEN PERMISSION SHALL BE THE , i RESPONSIBILITY OF THE GENERAL CONTRACTOR AND/OR THOSE 12" LOCATION OF FIRST LUMBER - ,-- - _ THERMADECK PANEL ' - \ SO DIRECTING HIM. - --- - - - - -z- v 1-� -� w C{ j- 1 E. GENERAL CONTRACTOR IS TO NOTIFY ARCHITECT/ENGINEER FOUNDATION so� ___ .. , ,` ` ' ' � - _ WHEN REQUESTED AND PRIOR TO - - - - - - - w� - -' ';, PERFORMING THEW WORK OF ANY ERRORS OR OMISSIONS { RUNNERS �, _ - - FOUND IN THE ARCHITECT'S/ENGINEER'S DOCUMENTS. U � I'f% � 2 x 10 I`I"� ( // _ DOUBLE 2x6 2 x 6 BOLTED TO F. PROVIDE ARCHITECT ENGINEER WITH FIVE SETS OF SHOP DOUBLE FOUNDATION / ���� ��--- �— HOUSE. LUMBER �- 2 x 6 / RUNNERS // / --_--�-- _L< -- WOOD JOINER DRAWINGS OF ALL WORK FOR HIS CHECKING AND APPROVAL. / G. ALL SUBCONTRACTORS SHALL GIVE A ONE (1) YEAR WRITTEN � POST � �TH1S SUPPORT / / "'" Z MAY NOT BE / ' l FOUNDATION 1 x 6 f 4 1/2 OR 6 1/2 GUARANTEE OF MATERIALS AND WORKMANSHIP FROM DATE OF i NECESSARY CHECK RUNNERS FASCIA BOARD THERMADECK PANEL SUBSTANTIAL COMPLETION. LOAD CHART w POST FOUNDATION RUNNERS 2 x 10 POST 6 1 x 6 H. DELIVERY, HANDLING AND STORAGE OF MATERIALS SHALL BE PER I I MUST BE 1/2 BELOW FOUNDATION FASCIA BOARD MANUFACTURERS RECOMMENDATIONS. THE LUMBER ON THE RUNNER - - - - - - -- - - -FROST LINE- - - - - - - EXISTING STRUCTURE. J. ALL MATERIALS SHALL BE INSTALLED PER MANUFACTURER'S r RECOMMENDATIONS BY WORKMEN WITH ADEQUATE TRAINING AND EXPERIENCE WITH RESPECTIVE MATERIALS. FIGURE C - SIDE VIEW GROUND LEVEL FIGURE D - FRONT VIEW CARPENTRY REFERENCE SPAN CHARTS ON EXISTING VT-1692-1 FOR PROPER A. BCI-VERSA-LAM SHALL BE MOLT-LAYERED LAMINATED WOOD- EXISTING OVERHANG THICKNESS, DENSITY AND ALUM. THERMADECK FLOOR SYSTEM SOUTHERN PINE VENEERS WITH Fb=2800 psi AND E=2,000,000 ROOF SKIN THICKNESS. 48" x 3 5/8" E.P.S. & 6 5,/8" E.P.S. WITH (2) 15132 O.S.B. LAMINATES psi. B. SIZE AND LOADING ARE SHOWN ON PLANS. BEARING HT. C. DIMENSIONAL LUMBER SHOWN ON PLANS SHALL BE AS FOLLOWS: STUDS: SPF #2 OR BETTER JOISTS AND RAFTERS. SYP #2 OR BETTER 48 x 3 5/8" E.P.S. WITH (2) 15/32 O.S.B. LAMINATES CLEAR SPAN LENGTH BEARING DOUBLE TOP PLATES. SYP #2 OR BETTER OTHER: HEM—FIR #2 OR BETTER _ 10 15 20 25 130 135 40 45 50 55 60 65 70 75 80 85 90 95 100 ALUM. POSTS — L/2¢o P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. A.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. EXISTING & SCREENS , » 3.625" 1# FOAM D. ALL JOISTS SHALL BE SIZED AND STAMPED GRADED AS SHOWN HOUSE 7 -0 2 EA. 15132 OSB 1'-6 r'-o o'-s o'-0 9'-s 9'-0'8'-6-8'-0' — — — — — — — ON PLANS. E. GRAD/NG- 48" x 3 5/8" E.P.S. WITH (2) 15/32 O.S.B. LAMINATES CLEAT' SPAN LENGTH LUMBER: WESTERN 6VOOD PROIDUCTS ASSOCIATION PLYWOOD/WOOD PANELS: AMERICAN PLYWOOD ASSOCIATION 0 = L/360 10 15 20 25 35 40 45 50 55 60 65 70 75 80 85 90 95 100 JIJI I + — FINISH FLOOR P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. F. ALL LUMBER IN CONTACT WITH CONCRETE, MASONRY, AND 3.625" 2# FOAM 3'—S z'-s 2'-0 1'-e 1'-4 r'-n o'-s o'-o '-10 s'-8^9'-6 9'-4"9'-0'8'-e 8'-sA 8'-4 8'-0'7'-0^6'—o MORTAR SHALL BE PRESERVATIVE TREATED LUMBER 2 EA. 15 32 OSBIlf (WOLMANIZED.) 2"x 10" S.P. 2 x4 x6 G. ALL LUMBER AND PLYWOOD SHALL BE GRADE STAMPED. 2"x4 x6" LG. " ,. '� 48" x 6 5 8" E.P.S. WITH 2 15 32 O.S.B. LAMINATES CLEAR SPAN LENGTH „ 4 x6 I HEADER I NAIL CLEAT w » FRAMING LUMBER: S4S CONSTRUCTION GRADE 4 CONC. NAIL CLEATS. WOLM�~'`� / 5 -6 L 360 10 15 20 zs 30 35 40 45 5o so s5 70 75 so as so s5 10o PLYWOOD. CD EXTERIOR GRADE DOUGLAS FIR, PLYSCORE SLAB. I 6-30d NAILS - / P.S.F. P.S.F. P.S.F. P.S F. P.S F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. POST ON BOTH SIDES. 6.625" 2# FOAM 48" 2'-8 1'-8 1'-6 1'-2 20'-0 19'-9 19'-0 18'-2 17'-2 16'—s 16'-2 15=6 15'-1 14'-8 14'-2 3'-To 12'-0'10'-s H. POSTS: SOUTHERN PINE, DOUGLAS FIR, WOLMANIZED TREATED, MAX. B.C. 2 EA. 15 32 OS GRADE SMOOTH ON ALL FOUR SIDES, Fb= 1200 psi MINIMUM. ALL 12" - - I I .�\j\ \�- -� �`//\j\/� -- POSTS SHALL HAVE TWO WOLMANIZED, 2x6x10 CLEATS FASTENED \/ /j/\\�/ AT THE BOTTOM IN A MANNER AS TO PREVENT FROST HEAVING 3#-6» OR SETTING. PLACE 90# GRAVEL MIX UNDER POST. II II II II II II II CHECK WITH SPECIFIC I I I ( I I I I I I I I I I J. DEPTHS AS S SHOWN ON THE PLANS. E EXCAVATED TO SIZES AND BUILDING DEPARTMENT --,,, 11 11 11, 11 1_L r11 FOR FOOTER REQUIREMENT ' K. HANGERS AND CONNECTORS SHALL BE SIMPSON STRONG TILE MIN. = 2.4 K SIDE ELEVATION FRONT ELEVATION FLASHING OR EQUAL AS FOLLOWS UNLESS OTHERWISE NOTED.: COLUMN BASE — "CB" SERIES POST CAP — "PC" SERIES BEAM EXTENSION REFERENCE SPAN CHARTS ON �---�EXISTING HANGERS FOR " FACE w/ALUM. VT-1692-1 FOR PROPER HOUSE � VERSA LAM. BEAM. — HHU SERIES TO MATCH FLASHING A THICKNESS, DENSITY AND ALUM. REFERENCE MANUFACTURER L. RAFTER SUPPORT BEAMS: ARE DOUBLE, ONE ON EACH SIDE OF SKIN THICKNESS. VERSA LAM. BEAM FOR POST WITH STUD BRACKETS. LUMBER GRADE TO BE #2 So. SPECIFIC LOAD REQUIREMENT YELLOW PINE UNLESS SPECIFIED OTHERWISE ON PLANS. AND SPAN AND ATTACH TO FASTENER NAILS SHALL BE MINIMUM 30d x 0.177 HARDENED PRINT. DEFORMED—SHANK SPIKES. ALUM. POST 7'-6" N WALL HT. NEW REINF. CONC. SLAB i ON COMPACTED FILL MATCH j EXIST'G. FLOOR ELEV. 0 0 ° DOOR #5x18" DOWEL024" O.C. 7'-6„ N 7'-0" ALUM. I Q POSTS & / u SCREENS - 4x6 WOLM. POST CONCRETE SLAB BEYOND TYP.(2) CHECK LOCAL o CODES CODES 3 FINISH OOR F OOR CHECK OCAL 8"x CONC. POLE BUILDING I I 4 TRENCH FTG. FOOTINGS 1211 �, o. 232ROUNI't � —_ ALUM. POSTS I �6"�..- DEEP. BY 4" SCREENSCHECK LOCAL CHECK LOCAL A APB; 20®� h` & I CODES CODES CHECK LOCAL I ( - WOLM. POST BEYOND. — j SECTION A—A _ _ _ _ 1 �L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Revisions: > CODES — — — — — — — — — — — Tolerances Unless Noted. GENERAL REVISION 64 THE INFORMAAON, DESIGN OR DATA CONTAINED Frac Q HERIN IS THE EXCLUSIVE PROPF,RTY OF PGT Decimal.00: t O1 NEW CONCRETE Imo PROPES AND RIETARY PRIETARY NO CONSIDERED POR ON OF THIS ENTAL Z L_— r POLE BUILDING NEW CONCRETE TRENCH FTG. �,or.000 foo5 ���FOOTlNGS 12 TRENCH FTG. DOCUMENT MAY BE USED OR REPRODUCED IN N L J ROUND BY 4" Series/Model: PERLION OFORM OUT THE PGT INDUSTRIES. EXPRESSED WRITTEN DEEP. NatureScape SIDE ELEVATION FRONT ELEVATION Material: Description: INDUSTRIES a Revsd By: Dote: Chkd By: Dote: 2 " AND 3" NATURESCAPE ROOM WDR 2/5/02 WS 6/20/00 PGT N0: VENDOR NO: Scale: Sheet: Drawing No. Rev, P.O. BOX 1529 Drawn By. Date: NOKOMIS, FL 34274 R.S. f OZ NTS 1 of 1 VT 1692-2D B s -- 0 U U