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Miscellaneous - 38 WELLINGTON WAY 4/30/2018 (2)
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Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Attic Load Unf. Area (Ib/ft^2) L 00-00-00 12-06-00 30 10 07-00-00 2 Roof Load Unf. Area (Ib/ft^2) L 00-00-00 12-06-00 40 10 14-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 18;038 ft -lbs 69.3% 100% 1 06-03-00 End Shear 4,997 lbs 44.5% 100% ' 1 01-02-12 Total Load Defl. U382 (0.378") 62.8% n/a 1 06-03-00 Live.Load Defl. U494 (0.292") 72.8% n/a 2 06-03-00' Max Defl. 0.378" 37.8% n/a 1 06-03-00 Span / Depth 12.8 n/a n/a, 0 00-00-00 6/6 Allow % Allow Bearing Supports Dim. (L x W) Value Support Member Material BO Post 3-1/2" x 3-1/2" 6,220 lbs n/a 67.7% Unspecified B1 Post 3-1/2" 0-1/2" 6,220 lbs n/a 67.7% Unspecified - Cautions Member, is not fully supported at post. BO. A connector is required at this bearing. Member is not fully supported at post B1. A connector.is required at this bearing. Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets Code minimum (L1360) 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.. AIN Boise ca,cade Triple 1-3/4" x 11-1/4" VERSA-LAMO.2.0 2800 DF Floor Beam1F1301 Dry 1 span No BC CALL® Report cantilevers 0/12 slope February 15, 2017 19:06:36 Design Build 5684 File Name: New _ Col _45 Wellington—Way Job Name: New Colonial Home Description: Designs\FB01 Address:. 45 Wellington Way Specifier: Floor/Roof Support..Beam City, State, Zip: North Andover, MA 01845 Designer: KK Customer: Company: KDK Design Code reports: ESR -1040 Misc: See Attic Floor Framing Connection Diagram Disclosure �{ b d Completeness and accuracy of input must a be verified byanyone who would rely on • • • o o output as evidence of suitability for particular.application. Output here based c ll • • on building code -accepted design properties and analysis methods. e o o o Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide. a minimum = 2" c = 6-1/4" or ask questions, please call (800)232-0788 before installation. b minimum = 3" d = 24" e minimum = 3" BC CALCO, BC FRAMERS, AJST"*, ALLJOW0 , BC RIM BOARb-, BCI®, Nailing schedule applies.to both sides of the member. BOISE GLULAMTM, SIMPLE FRAMING Member has no side loads. SYSTEM®, VERSA -LAM®, VERSA -RIM Connectors are: 16d Sinker Nails PLUS®, VERSA-RIM®,VERSA-STRAND®, VERSA -STUD® are trademarks of Boise Cascade Wood Products L.L.C. �BoiseCaScade Double 1-3/4" x 9-1/4" VERSA -LAM® 2.0 2800 DF Floor Beam1F1302 Dry 1 span No cantilevers 10/12 slope February 15, 2017 20:30:36 BC CALC® Design Report Build 5684 File Name: New Col_45 Wellington—Way Job Name: New Colonial Home Description: Designs\FB02 Address: 45 Wellington Way jSpecifier:. Floor/Roof Support Beam City, State, Zip: North Andover, MA 01845 Designer: KK Customer: Company: KDK Design Code reports: ESR -1040 Misc: See Attic Floor Framing BO _ v 61 Total Horizontal Product Length = 10-00-00 Reaction Summary (Down / Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 3,850/0 1,092/0 B1, 3-1/2" 3,85.0/0 1,092/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag. Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Attic Load Unf'Area (Ib/ft^2) L 00-00-00 10-00-00 30 10 07-00-00 2 Roof Load Unf. Area (Ib/ft^2) L 00-00-00 10-00-00 40 10 14-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 11,247 ft -lbs 93:8% 100% 1 05-00-00 End Shear 3,892 lbs 63.3% 100% 1 01-00-12 Total Load Defl. U287 (0.399") 83.7%. n/a 1 05-00-00 Live Load Defl. U368 (0.311'')' 97:8% n/a 2 05-00-00' Max Defl. 0.399" 39.9% n/a 1 05-00-00 Span / Depth 12.4 n/a n/a 0 00-00-00 "/o Allow % Allow Bearing Supports Dim. (L x W) Value Support Member Material BO . Post 3-1/2" x 3-1/2" 4,942 lbs n/a 53.8% Unspecified B1 Post 3-1/2" 0-1/2" 4,942 lbs n/a 53.8% Unspecified Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets Code minimum (1-1360) 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.: Page 1 of 2 Boise Cascade Double 1-3/4" x 9-1/4" VERSA -LAM® 2.0 2800 DF Floor Beam1F1302 BC CALL® Design Report Dry 1 span I No cantilevers 10/12 slope February 15, 2017 20:30:36 Build 5684 File Name: New Col_ 45_Wellington_Way Job Name: New Colonial Home Description: Designs\FB02 Address:. 45 Wellington Way Specifier: Floor/Roof Support Beam City, State, Zip: North Andover, MA 01845 Designer: KK Customer: Company: KDK Design Code reports: ESR -1040 Misc: See Attic Floor Framing Connection Diagram Disclosure b d Completeness and accuracy of input must a be verified by anyone who would rely on • . • output as evidence of suitability for particular application..Output here based C on building code -accepted design properties and analysis methods. 1 Installation of Boise Cascade engineered •�` • wood products must be in accordance with c tl t II ' urren ns a anon Guide and applicable building codes. To obtain Installation Guide a minimum = 2" C = 5-1/4" or ask questions, please call b minimum = 3" d = 24" (800)232-078.8 before installation. Member has no side loads. BC CALCO, BC FRAMER®, AJSTM' Connectors are: 16d Sinker Nails ALLJOIST®, BC RIM BOARDTM BCI® , BOISE GLULAMT"', SIMPLE FRAMING SYSTEM®, VERSA -LAM®, VERSA -RIM PLUS®, VERSA -RIM®, VERSA -STRAND®, VERSA -STUD® are trademarks of Boise Cascade Wood Products L.L.C. Boise Cascade Double 1-3/4" x 9-1/4" VERSA -LAM® 2.0 2800 DF. Floor Beam1F1303 Dry 1 span No cantilevers 0/12 BC CALC® Report slope February 15, 2017 23:17:34 Design Build 5684 File Name: New_ Col_ 45_ Wellington_ Way Job Name: New Colonial Home Description: Designs1FB03 Address: 45 Wellington Way Specifier: Roof Support Beam City, State, Zip: North Andover, MA 01845 Designer: KK Customer: Company: KDK Design . Code reports: ESR -1040 Misc: See Attic Floor Framing s �+'€,: - ' ` ix ,+w -t _... - Ad iF d. BO 10-00-00 B1 Total Horizontal Product Length = 10-00-00 Reaction Summary (Down / Uplift) (lbs ) Bearing Live Dead Snow. Wind Roof Live BO, 3-1/2" 2,400/0 1242/0 B1, 3-1/2" 2,400/0 1,242/ 0 Live Dead. Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% '125%° 1 Roof Load Unf: Area (:Ib/ft^2) L 00-00-00 . 10-00-00 40 20 12-00-00 Controls. Summary Value %Allowable Duration Case Location Pos. Moment 8,289 ft -lbs ... 69.1% 100% 1 05-00-00 End Shear 2,868 lbs 46.6% 100% 1 : 01-00-12 Total Load Defl. U389 (0.294") 61.7% n/a 1 05-00-00 Live Load Defl. U591 (0.194") 61.% n/a 2 05-00-00 Max Defl. 0.294". 29.4% n/a 1 05-00-00 Span /. Depth 12.4 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" 3,642 lbs n/a 39.6% Unspecified B1 Post 3-1/2" x 3-1/2" 3,642 lbsn/a 39.6% Unspecified Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets Code minimum (L/360) 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. i i Page 1 of 2 Boise Cascade Double 1-3/4" x 9-1/4" VERSA-LAM® 2.0 2800 DF Floor.Beam1FB03. ���TTTJJJ BC CALCO Design Report Dry 1 span No cantilevers 0/12 slope February 15, 2017 23:17:34 Build 5684 File Name: New_Col_45_Wellington: Way Job Name: New Colonial Home Description: Designs\FB03 Address: 45 Wellington Way ,. Specifier: Roof Support Beam City, State, Zip: North Andover, MA 01845 Designer: KK Customer* Company: KDK Design Code reports:: ESR-1040 Misc: See Attic Floor Framing Connection Diagram Disclosure �►I b d . leteness and accuracyof must Combe verified by anyone would r e rely on a output as evidence of suitability for particular application. Output here based C on building code-accepted design and, properties and analysis methods. l Installation of Cascade engineered • wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide a minimum = 2" c = 5-1/4" or ask questions, please call. (800)232-078.8 before installation. b minimum = 3" d = 24" Member.has no side loads. BC CALCO, BC FRAMER®, AJS- ALLJOIST®, BC RIM BOARD'-, BCI®, Connectors are: 16d Sinker Nails BOISE GLULAM-, SIMPLE FRAMING SYSTEMS, VERSA-LAM@, VERSA-RIM PLUS®, VERSA-RIME), VERSA-STRANDS, VERSA-STUD® are trademarks of Boise. Cascade Wood Products L.L.C. I[ T) Boise Cascade Triple 1-3/4" x 9-1/4" VERSA -LAM® 2.0 2800 DF Floor Beam1F1304 �! Dry 1 span No cantilevers 10/12 slope February 15, 2017 20:57:20 BC CALL® Design Report Build 5684 File. Name: New—Col-45—Wellington—Way Job Name: New Colonial Home Description: Designs\FB04 Address:. 45 Wellington Way Specifier: Floor Support Beam City, State, Zip: North Andover, MA 01845. Designer: KK Customer: Company: KDK Design . Code reports: ESR -1040 Misc: See 2nd: Floor Framing BO 131 Total Horizontal Product Length = 13-11-00' Reaction Summary (Down / Uplift) ( lbs ) Bearing Live Dead Snow. Wind Roof Live B0, 3-1/2" 2,923/0 1,061/0 B1, 3-1/2" 2,923/0 1,061/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 2nd Floor Load Unf. Area (Ib/ft^2) L 00-00-00 13-11-00 30 10 14-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 12,961 ft -lbs 72.1% 100% 1 06-.11-08 End Shear 3,375 lbs 36.6% 100% 1 01-00-12 Total Load Defl. U265 (0.61") 90.7% n/a 1 06-11-08 Live Load Defl. U361 (0.448") : 99.8.% n/a 2 06-11-08 Max Defl. 0.61" 61% n/a 1 06-11-08 Span / Depth 17.5 n/a n/a 0 00-00-00 % Allow % Allow Bearing Supports Dim. (L x W) Value Support Member Material B0 Post . 3-1/2" x 3-1/2" 3,983 lbs n/a 43.4% Unspecified B1 Post 3-1/2" x 3-1/2" 3,983 lbs n/a 43.4% Unspecified I Cautions Member is not fully supported at post B0. A connector is required at this bearing. Member is not fully supported at post B1. A connector is required at this bearing. Notes Design meets Code minimum (0240.) 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. i Page 1 of 2 �Boise.casrade Triple 1-3/4" x 9-1/4" VERSA -LAW 2.0 2800 DF Floor Beam\F1304 Dry BC CALL® Design 1 span No cantilevers 0/12 slope February 15, 2017 20:57:20 Report Build 5684 File Name: New—Col-45—Wellington—Way Job Name: New Colonial Home Description: Designs\FB04 Address: 45 Wellington Way Specifier: Floor Support Beam City, State, Zip: North Andover, MA 01845 Designer: KK Customer: Company: KDK Design . Code reports: ESR -1040 Misc: See 2nd Floor Framing Connection Diagram Disclosure b d Completeness and accuracy of input must a be verified by anyone who would rely on • • • o o output as evidence of.suitability for particular application. Output here based c on building code -accepted design properties and. analysis methods. e • • o 0 o Installation of Boise Cascade. engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide a minimum = 2" c = 4-1/4" or ask questions, please. call. (800)232-078.8 before installation. b minimum = 3" d = 24" e minimum = 3" BC CALCO, BC FRAMER@ , Ais-, Nailing schedule applies to both :sides of the member. ALLJOISTO , BC RIM BOARD- BCI®, BOISE GLULAMTM, SIMPLE FRAMING Member has no side loads. SYSTEM@ , VERSA -LAM®, VERSA -RIM Connectors are: 16d Sinker Nails PLUS@ , VERSA-RIM(E), VERSA -STRAND@, VERSA -STUD@ are trademarks of Boise Cascade Wood Products L.L.C. /ahBoise cascade Double 1-3/4" x 9-1/4" VERSA -LAM® 2.0 2800 DF. Floor Beam1171305 Dry 1 span No cantilevers 0/12 slope February 15, 2017 18:15:58 BC CALC® Design Report Build 5684 File Name: New_ Col_ 45_Wellington_Way Job Name: New Colonial Home Description: Designs\FB05 Address: 45 Wellington Way Specifier: Floor/Roof Support.. Beam City, State, Zip: North Andover, MA 01845 Designer: KK Customer: Company: KDK Design Code reports: ESR -1040 Mise: See Attic Floor Framing _4-7e y'r 4 +#r" ¢b BO 09-06-00 61. Total Horizontal Product Length = 09-06-00 Reaction Summary (Down / Uplift) ( lbs ) Bearing Live Dead Snow Wind Roof Live B0,:3-1/2" 3,657/0 1,0370 0 B1, 3-1/2" 3,658/0 1,037/0 Live Dead Snow Wind Roof Live . Trib. Load Summary Tag Description Load Type . Ref. Start End 100% 90% 115% 160% 125% 2 Attic Load. Unf: Area ,(lb/ft^2) L 00-007-00 09-06-00 30 10 07-00-00 3' Roof Load Unf. Area (Ib/ft"2) L 00-00-00 09-06-00 40 '10 14-00-00 Controls Summary Value t Allowable Duration Case Location Pos. Moment 10,100 ft -lbs 84.3% 100% 1 04-09-00 End Shear 3,644 lbs 59.2% 100% 1 01-00-12 Total Load Defl. U337 (0.322") 71.2% n/a 1 04-09-00 Live Load Defl. U433 (0.251'') 83:21/6 n/a 2 04-09-00 Max Defl. 0.322" 32.2% n/a 1 04-09-00 Span / Depth 11.7 n/a n/a : 0 00-00-00 "/o Allow % Allow Bearing Supports Dim. (L x W) Value:support Member Material BO. Post 3.1/2" x 3-1/2" 4,695 lbs n/a 51.1% Unspecified B1 Post 3-1/2" x 3-1/2" :4,695 lbs n/a 51.1% Unspecified - Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets Code minimum (L1360) Live load deflection criteria: Design meets arbitrary (1") Maximum total load deflection criteria: Calculations assume merrtber is fully braced. Design based on Dry Service Condition, Page 1 of 2 ®Boise Cascade Double 1-3/4" x 9-1/4" VERSA -LAM® 2.0 2800 DF Floor Beam1F1305 Dry I1 span I No cantilevers 10/12 slope February 15, 2017 18:15:58 BC CALC® Design Report Build 5684 File. Name: New —Col _ 45_Wellington—Way Job Name: New Colonial Home Description: Designs\FB05 Address: 45 Wellington Way Specifier: Floor/Roof Support Beam City, State, Zip: North Andover, MA 01845 Designer: KK Customer: Company: KDK Design Code reports: ESR -1040 Misc: See Attic Floor Framing Connection Diagram Disclosure r►{ b d Combe verified by anyone leteness and accuracy would rof emust 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 a licable Pp building codes. To obtain Installation Guide = a minimum 2" c = 5-1/4" or ask questions, please call (800)232-0788 before installation. b minimum = 3" d = 24" Member has no side loads. BC CALC®, BC FRAMER®, AJSTM ALLJOIST®, BC RIM BOARD-, BCI®, Connectors are: 16d Sinker Nails BOISE GLULAMTM, SIMPLE FRAMING SYSTEM®, VERSA -LAM®, VERSA -RIM PLUS®, VERSA -RIM®, VERSA -STRAND®, VERSA -STUD® are trademarks of Boise Cascade Wood Products L.L.C. ®eoisecaftaae Quadruple 1-3/4" x 9-1/4" VERSA -LAM® 2.0 2800 DF Floor Beam1F1306. Dry 1 span No cantilevers 10/12 slope February 15, 2017 20:40:09 BC CALC® Design Report Build 5684 File Name: New Col_ 45_ Wellingtorr_Way. Job Name: New Colonial Home Description: Designs1FB06 Address: 45 Wellington Way Specifier: Floor Support Beam City, State, Zip: North Andover, MA 01845 Designer: KK Customer: Company: KDK Design Code reports: ESR -1040 Misc: See 2nd Floor Framing 1 Total Horizontal Product Length = 16-00-00 Reaction Summary (Down / UPlift) ( lbs ) Bearing Live Dead Snow. Wind Roof Live BO, 3-1/2" 2,880 / 0 11093/0 2,8810/0 1,093/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% '125% 1 2nd Floor Load Unf. Area (Ib/ft^2) L 00-00-00 16-00-00 30 10 12-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 14,995 ft -lbs 62.5% 100% 1. 08-00-00 End Shear 3,445 lbs 280/6 100% 1 01-00-12' Total Load Defl. U264 (0.706") 90.9% n/a 1 08-00-00 Live Load Defl. U364 (0.512") 98.8% n/a 2 08-00-00 Max Defl. 0.706" 70.6% n/a 1 08-00-00 Span / Depth 20.2 n/a n/a 0 66-Oo-00 % Allow % Allow Bearing Supports Dim. (L x W) Value Support Member Material BO Post 3-1/2" z 3-1/2" 3;973 lbs n/a 43.2% Unspecified B1 Post 3=1/2" x 3-1/2" 3,973 lbs n/a 43.2% - Unspecified Cautions Member is not fully supported at post BO. A connector is required at this bearing. Member is not fully supported at post B1. A connector is required at this bearing. 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. Fastener Manufacturer: Simpson Strong -Tie, Inc. Page 1 of 2 so�seca�eaae Quadruple 1-3/4" x 9-1/4" � VERSA -LAM® 2.0 2800 DF Floor Beam1FB06 Dry 1 span No cantilevers 0/12 slope February 15, 2017 20:40:09 BC CALC® Report Design Build 5684 File Name: New_Col_45 Wellington_Way Job Name: New Colonial Home Description: Designs\FB06 Address: 45 Wellington Way Specifier: Floor Support Beam City, State, Zip: North Andover, MA 01845 Designer: KK Customer: Company: KDK Design Code reports: ESR -1040 Misc: See 2nd Floor Framing 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 • t • • llis Installation B o oeyCascadsis e engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide a minimum = 1-1/2"C =:6-1/4" or ask questions, please call (800)232-0788 before installation. b minimum = 6" d = 24" e minimum = 1" BC CALC®, BC FRAMER®, AJS-, ALLJOISTO , BC RIM BOARD- BCI®, . Beams 7 inches wide will be assumed to be either top -loaded only, or equally loaded from BOISE GLULAMTM SIMPLE FRAMING each side. SYSTEM®, VERSA-LAM®,VERSA-RIM Install Screws with screw heads in the loaded ply. PLUSO , VERSA -RIM®, Membsr.has no side loads. VERSA -STRAND®, VERSA -STUD® are trademarks of Boise Cascade Wood Connectors are: SDW22634 Products L.L.C. �BoiseOascade Triple 1-3/4" x 11-1/4" VERSA -LAM® 2.0 2800 DF Floor Beaim1FB09 Dry 11 span I No cantilevers 10/12 BC CALC® Report slope February 15, 2017 21:14:05 Design Build 5684 File Name: New —Col _ 45_Wellington—Way Job Name: New Colonial Home Description: Designs\FB09 Address: 45 Wellington Wa Specifier: 9 Y p Floor o Support Beam City, State, Zip: North Andover, MA 01845 Designer: KK Customer: Company: KDK Design Code reports: ESR -1040 Misc: See 1st Floor Framing BO. 14-00-00 B1 Total Horizontal Product Length = 14-00-00 Reaction Summary (Down / Uplift) ( lbs ) Bearing Live Dead Snow Wind Roof Live I' B0, 3-1/2" .3,920/0 11086/0 B1, 3-1/2" 3,920 / 0 1,086/0 Live. Dead Snow Wind Roof Live Trib.. Load Summary 1'a Description 0 sc tion Load Type 9 P Yp Ref. Start End 100 /0 0 o 0 0 90 /0 115 /0 160 12 /0 5 /o 1 1 st Floor Load Unf. Area (Ib/ft"2) L 00-00-00 14-00-00 40 10 14-00-00 Controls Summary Value %, Allowable Duration Case Location Pos. Moment 16,393 ft -lbs 63% 100% A 07-00-00 End Shear 4,127 lbs 36.8% 100%. 1 01-02-12 Total Load Defl. U374 (0.43$"). 64.1% n/a 1 07-00-00 Live Load. Defl. U478 (0.34") 75.3% n/a . 2 07-00-00 Max DO 0.434" 43.4% n/a 1 07-00-00 Span / Depth 14.4 n/a n/a 0 00-00-00 % Allow %, Allow Bearing Supports Dim. .(L x W) Value .Support Member Material B0 Post 3-1/2" x 3-1/2" 5,006 lbs n/a 54.5% Unspecified B1 Post 3-1/2" x 3-1/2" 5,006 lbs n/a 54.5% Unspecified Cautions Member is not fully supported at post B0. A connector is required at this bearing. Member is not fully supported at post B1. A connector is required at this bearing. 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. Page 1 of 2 Boise Gascade Triple 1-3/4" x 11-1/4" VERSA-LAM® 2.0 2800 DF Floor BeamIF1309 Dry 1 span No BC CALC® Design Report cantilevers 0/12 slope February 15, 2017 21:14:05 Build 5684 File. Name: New—Col-45. Wellington—Way Job Name: New Colonial Home Description: Designs\FB09 Address: 45 Wellington Way Specifier: Floor Support Beam City, State, Zip: North Andover, MA 01845 Designer' KK Customer: Company: KDK Design Code reports: ESR-1040 Misc: See 1st Floor Framing Connection Diagram Disclosure b — d Completeness and accuracy of input must a be verified by anyone who would rely on • • • o o output as evidence of suitability for particular application. Output here based c on building code-accepted design properties:and analysis methods. e o oll • o Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide a minimum = 2" C = 6-1/4" or ask questions, please call (800)232-0788 before installation. b minimum = 3" d = 24" e minimum = 3" BC CALC®, BC FRAMER®, AJSTM, ALLJOISTO , BC RIM BOARD-, BCI®, Nailing schedule applies to both sides of the member. BOISE GLULAM-, SIMPLE FRAMING Member has no side loads. SYSTEM®, VERSA-LAM®, VERSA-RIM Connectors are: 1$d Sinker Nails PLUS®, VERSA-RIM@, VERSA-STRAND®, VERSA-STUDS are trademarks of Boise Cascade Wood Products L.L.C. �Fsolsecascade Triple 1-3/4" x 9-1/4"VERSA-LAMO 2.0 2800 DF Floor Beam1FB10 Dry 4 spans No cantilevers 0/12 slope February 15, 2017 21:14:57 BC CALC® Design Report Build 5684 File Name: New_Col_45 Wellington_Way Job Name: New Colonial Home Description: Designs\FB10 Address:. 45 Wellington Way Specifier: Floor Support Beam City, State, Zip: North Andover, MA 01845 Designer: KK Customer: Company: KDK Design Code reports: ESR -1040 Misc: See 1st Floor Framing BO 06-00-00 B1 06-00-00 B2 06-00-00 07-09-00 AL 63 134 Total: of Horizontal Design Spans= 25-09-00 Reaction Summary (Down / Uplift) ( lbs ) Bearing Live Dead Snow Wind Roof Live BO 3,754 / 483 .1,010/0 B1 10,473 / 0 3,020/0 B2 9,665/0 2,192/0 ... B3 12,139/0 3,559/0 B4 41689 / 301 1,355/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag. Description Load Type Ref. Start End 100% 90% 115%a 160% 125% 1 1 st Floor Load Unf. Area (Ib/ft"2) L 00-00-00 25-09-00 40 10 14-00-00 2 2nd Floor load Unf. Area (Ib/ft^2) L 00-00-00 25-09-00. 30 10 14-00-00 3 Attic Floor Load Unf. Area (Ib/ft^2) L 00-00-00 25=09-00 30 10 14-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment ' 9,967 ft -lbs 55.4% 100% ' 3 22-05-11 Neg. Moment -11,110 ft -lbs 61.8% 100% 6 18-00-00 End Shear 4,49816s 48:7% 100%3 18-11-00 Cont. Shear 6,855 lbs 74.3% 100% 6 18-11-00 Total Load Defl. U669 (0.139") 35.9% n/a 3 22-01-03 Live Load Defl. U999 (U.111") n/a n/a 9 22-01-03 Total Neg. Defl. U999 (-0.039") n/a n/a 3 15-05-07 Max Defl. 0.139" .13.9% n/a 3 22-01-03 Span /Depth 10.1. n/a n/a 0 00-00-00 Notes Entered/Displayed. Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing Design meets Code minimum (0240) Total, load deflection criteria: Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary (1") Maximum total load deflection criteria. Minimum bearing length for BO is 1-1/2": Minimum bearing length for B1 is 3-7/16". Minimum bearing length for B2 is 3". Minimum bearing length for B3. is 4". . Minimum bearing length for B4 is 1-9/16". Calculations assume member is fully braced. Design based on Dry Service Condition. Page 1 of 2 - �BolseCascade Triple 1-3/4" x 9-1/4" VERSA -LAM® 2.0 2800 DF Floor BeamIF1310. Dry 4 spans No BC CALCO cantilevers 0/12 slope February 15, 2017 21:14:57 Design .Report Build 5684 File Name: New Col _45 . Wellington—Way Job Name: New Colonial Home Description: Designs\FB10 Address:. 45 Wellington Way Specifier: Floor Support Beam City, State, Zip: North Andover, MA 01845 Designer: KK Customer: Company: KDK Design Code reports: ESR -1040 Misc: See 1st Floor Framing Connection Diagram Disclosure r►I b d Completeness and accuracy of input must a a be verified by anyone who would rely on • • • o o output as evidence of suitability for application; Output here particular based c on building code -accepted. design properties and analysis. methods. •Installation o 0 o of Boise Cascade engineered e wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide a.minimum = 2" c = 4-1/4" or. ask questions, please call. (800)232-078.8 before installation. b minimum = 3" d = 24" e minimum = 3" BC CALCO, BC FRAMER@ , AJSTM', ALLJOISTO , BC RIM BOARDTm,: BCI®, Nailing schedule appl.ies.to both sides of the member. - BOISE GLULAMTM, SIMPLE FRAMING Member has no side loads. SYSTEM@ , VERSA-LAM®,VERSA-RIM Connectors are: 1$d Sinker Nails PLUS@ , VERSA -RIM®, VERSA -STRAND®, VERSA -STUD® are trademarks of Boise Cascade Wood Products L.L.C. �Boisecastade Triple 1-3/4" x 9-1/4" VERSA -LAW 2.0 2800 DF Floor BeamIF1312 Dry 1 span No cantilevers 0/12 slope February 15, 2017 20:31:42 BC CALL® Design Report Build 5684 File Name: New Col_ 45_Wellington_Way Job Name: New Colonial Home Description: Designs\FB12 Address: 45 Wellington Way Specifier: Floor Support Beam City, State, Zip: North Andover, MA 01845. Designer: KK Customer: Company: KDK Design Code reports: ESR -1040 Misc: See Attic Floor Framing BO 13-11-00 B1 Total Horizontal Product Length = 13-11-00 Reaction Summary (Down / Uplift) ( lbs ) Bearing Live Dead Snow. Wind Roof Live BO, 3-1/2" 2,923/0 1,061/0 B1, 3-1/2" 2,923/0 1,061/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% '125% 1 Attic Floor Load Unf. Area (ib/ft^2) L 00-00-00 13-11-00 30 10 14-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 12,961:ftdbs 72.1% 100% :1 06-11-08 End Shear 3,375 lbs: 36.6% 100% 1 01-00-12 Total Load Defl. U265 (0.61) 90.7% n/a 1 06-11-08 Live Load Defl. U361 (0.448") 99.8% n/a 2 06-11-08 Max Defl: 0.61" 61% n/a 1 06-11-08 Span / Depth 17.5 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" 3,983 lbs n/a: 43.4% Unspecified 61 Post3=1/2" x 3-1/2" 3,983 lbsn/a 43.4% Unspecified Cautions Member is not fully supported at post BO. A connector is required at this bearing. Member is not .fully supported at post B1. A connector is required at this bearing. . Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets Code minimum (U360).Live load deflection criteria. DesigmMeets arbitrary (1") Maximum total load deflection criteria. Calculations assume member is fully braced. Design based on Dry Service Condition. Page 1 of 2 ®Boisetascade Triple 1-3/4" x 9-1/4" VERSA -LAM® 2.0 2800 DF Floor BeamkFB12 Dry 1 span No cantilevers 0/12 slope February 15, 2017 20:31:42 BC CALL® Report Design Build 5684 File. Name: New Col_ 45_Wellington_Way Job Name: New Colonial Home Description: Designs1FB12 Address: 45 Wellington Way Specifier: Floor Support Beam City, State, Zip: North Andover, MA 01845 Designer: KK Customer: Company: KDK Design Code reports: ESR -1040 Misc: See Attic Floor Framing Connection Diagram Disclosure �{ b d Completeness and accuracy of input must a a be verified by anyone who would rely on • • • o o output as evidence of suitability for application. Output here particular based c on.building code -accepted design properties and analysis methods. e • o o o Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide a minimum = 2" c = 4-1/4" or ask questions, please call (800)232-078.8 before installation. b minimum = 3" d = 24" e minimum = 3" BC CALCO, BC FRAMER®, AJS-, ALLJOISTO , BC RIM BOARD-, BCI®, Nailing schedule applies to both sides of the member. BOISE GLULAM-, SIMPLE FRAMING Member has no side loads. SYSTEM®, VERSA -LAM®, VERSA -RIM Connectors are: 16d Sinker N211S PLUS®, VERSA -RIM®, VERSA -STRAND®, VERSA -STUD® are trademarks of Boise. Cascade Wood Products L.L.C. . �BoiseCastade Triple 1-3/4" x 9-1/4" VERSA -LAM® 2.0 2800 DF Floor Beam1FB15 Dry 1 span No cantilevers 10/12 BC CALC® Report slope February 15, 2017 19:09:18 Design Build 5684 File. Name: New Col_ 45_Wellington_Way Job Name: New Colonial Home Description: Designs\FB15 Address: 45 Wellington Way Specifier: Roof Support Beam City, State, Zip: North Andover, MA 01845 Designer: KK Customer: Company: KDK Design Code reports: ESR -1040 Misc: See Attic Floor Framing jt BO 12-00-00 ; B1 Total Horizontal Product Length = 12-00-00 Reaction Summary (Down / Uplift) ( lbs ) Bearing Live Dead Snow Wind Roof Live B0, 3-1/2" 3,360/0 915/0 B1, 3-1/2" 3,360/0 915/0 Live, Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Roof load Unf. Area (Ib/ft"2) L 00-00-00 12-00-00 40 10 14=00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 11,864 ft -lbs 66% 100% . 1 06-00-00 End Shear 3;518 lbs 38.1% 100% 1 01-00-12 Total Load Defl. U337 (0.411:") 71.2% n/a 1 06-00-00 Live Load Defl. U429 (0.323") 83.9% n/a 2 06-00-00 Max Defl. 0.411" 41.1% n/a 1 06-00-00 Span / Depth 15 n/a n/a 0 00-00-00 % Allow % Allow Bearing Supports Dim. (L x W) Value Support Member Material B0 Post 3-1/2" x 3-1/2" 4,275 lbs n/a:-: 46.5% : Unspecified B1 Post 3-1/2" x 3-1/2" 4,275 lbs n/a 46.5% Unspecified . Cautions Member is not fully supported at post B0. A connector is required at this bearing. Memberis not fully supported at post B1. A connector is required at this bearing. 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. Page 1 of 2 �DolueCascade Triple 1-3/4" x 9-1/4" VERSA -LAM® 2.0 2800 DF Floor Beam1F1315 Dry 11 span I No cantilevers 0/12 slope February 15, 2017 19:09:18 BC CALC® Design Report Build 5684 File Name: New Col _45_Wellington_Way Job Name: New Colonial Home Description: Designs\FB15 Address: 45 Wellington Way Specifier: Roof Support Beam City, State, Zip: North Andover, :MA 01845 Designer: KK Customer: Company: KDK Design Code reports: ESR -1040 Misc: See Attic Floor Framing Connection Diagram Disclosure �{ b d Completeness and accuracy of input must a a be verified by anyone who would rely on . . o o output as evidence of suitability for particular application. Output here based c on building code -accepted design properties and analysis methods. e . o o o Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes. 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Ui • �Z ojr U to O i- O. N An to OW �0 - K -: ZGI� h: if �I _ S. F - 0�0 _ _ ... im - • cam lni l3a .dJ pil ID a - G ms�x & ta �.'Em m N ..- Nm Wy1.1i�u m m _ Ii.. . JE pp183¢.2= Q3C V1ZWaa C1971 -1e meerl 1p---11111 rr-Ia3eI6 Office of Consumer Affairs & Business Regulation — ME IMPROVEMENT CONTRACTOR Type: gistration: 164829 iration: , 1111912017. Private Corporatio, MESSINA DEVELOPMENT- COMPANY INC - ROBERT MESSINA 277 WASHINGTON ST . gy -- GROVELAND, MA 01834 Undersecretary s Massachusetts Department of Public Safety Board of Building Regulations and Standards License: CSFA-102931 Construction Supervisor 1 8, 2 r Family . ROBERT A MESSINA �t r 2G OVELAND MA 01834 Expiration: 0813112018 Commissioner b of � into .O M O .O u L r a) a H 0 00 M R aO O 00 N +O N .D W .O r V O e- e- e 0 U � � rn an tJt N W W O 0) � L C ca C r v to N V_ 3 w O O U W � • Fas u N O J d L Cr O Y N M W A 00 t ' L QJ 30 N u c W C a a, z N CL >> w L � C N oCE � o :4A 47 X WL tie to y -W E �= L t� C L � r G O N +� d a0i p H O H y O_ V � +L+ an b of � into .O M O .O u L r a) a H 0 00 M R aO O 00 N +O N .D W .O r V O e- e- e 0 U � � rn an tJt N W W O 0) � u C ca C r to 'S to N V_ M w O O 61 m � N u N O J d CA H Cr O o• N M W L 00 C � 30 N u C a Q :° N CL >> LL.C = N oCE Y o :4A 47 X WL W to y -W E �= L t� C L G O N +� ci' m N c H y O_ to � +L+ an H R P u O } 0 L a 01 W O 0) � u C ca C r to 'S N > O N V_ N C O Y O0 L O = u S J d CA H 01 W O � O O O L "Ow Q N N O O H O Go CL& Cr O o• N M W L 00 W j � 30 N u C Ll� Q :° N CL >> LL.C = N oCE Y o :4A d X WL W to y U. E �= L t� L O c" o ci' m N O_ O � +L+ an H R P u O } 0 0 O R O L +0,+ to u N +� .C..( .V O to L a c c u C tv lL/ N 0 m a w 13 C oO. la1xx u Q3 w .Q LIL Q 3 V co 10 O CC .o C 10 01 01 u 4) N v M N 'V' p Y to E = v = o c d to 0 i E in 41 v 0 0 0 3C Ln mc 0J 0 > N G C � m V 4 ; Q a7 "Q � c0u .o CC 0 a tA W r- 6C W (1 2 01 W O � O O O O "Ow Q N N O O H O Go CL& O o• N M W L 00 W j � 30 O Ln to Ll� Q o� a 3 LL.C = N oCE o :4A d X WL W to y U. o L c" o ci' m N +L+ an W A y u O } 0 O R O L +0,+ Ln u N +� O to L c c u n tv lL/ N m a Q C oO. la1xx 2 (Dli LIL III CC .o C N +O+ 4) N v 0 p Y to E = v = o c d to 3C a, lu -E Y C J E U A 6C (1 01 O Ln N O O to u Q x VI N Y O N 4l; Go Y O u O N O ? tV Gi CO M > DY11 C Z Z O 2 O 1� O O O "Ow Q N N O H H Z Go CL& O N M L 00 W j 00 C 30 O Ln to .GL Q a 3 LL.C = N O V W V :4A d X WL Ln to y U. O Ln N O O to u Q x VI N Y O N 4l; Go Y O u O N O ? tV Gi CO M > DY11 C Z Z O 2 O .5 m o A U 3 CDI CD Z W N O a, u O e�6 L O 0 u 1� O O "Ow Q Q N O H Of Z Z CL& L V a U Q a 3 LL.C = N u _ -v aD O a7 U to y l7 o L .5 m o A U 3 CDI CD Z W N O a, u O e�6 L O 0 u The Commonwealth ofMass�chusetts Department oflndustrialr4ccidents X Congress Street, Suite 100 = d Boston, MA 02114-2017 www.mass.gov/dia t Workers' Compensation insurance Affidavit: Builders/Contractors/Electricians/Plumbers: TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information //�� Please Print ie - Name (Business/organization/Individual) :jV� �S/x1 � &- Co - :• a0 C Address: ,7�7 -7 tJ ASS !>J46 A) E Phone #: 17r— S"7/ -319d Are you an employer? Checictlie appropriate box: IT] I am a employerwith . employees (full and/or part time).* 2. I am a solo proprietor or partnership and have no employees working for me in. any capacity. [No workers' comp. insurance required.] 3. ❑ I am a homeowner doing all work myself [No workers' comp.. insurance required.] t 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 proprietors with no employees. 5. ❑ I am a general contractor and I have hired the sub -contractors listed on the attached sheet. These sub -contractors have employees and have workers' comp. insurance.$ 6..Xvie are a corporation pnd its offieers have exercised their right of 'exemption per MG_L c. have no. employees. [No workers' comp. insurance required.] Type of project (required): T Nov construction 8. Remodeling 9. P Demolition 10 O. Building addition 1 Ln Electrical repairs or additions 12.F1 Plumbing repairs or additions 13. n Roofiepairs 14.0 Other *Any applicant that checks box41 must also -fill out the section below showing theirlvorkerscompensation policy information. t Lromeovme. s,yho s6ifiitthis affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. too�ctors_ that check this box must-atched an additional sheet showing the name of the sub -contractors and state whether ornot those entities have e employees, they must provide their vrorkeis' comp. policy number. emnloye� if me su'o-coi&c ors hav I atrz an employer that is provid zg workers' corllpensaiion insurance for my errtployees.' Beloit/ is the policy afid job site Mfo33zatioll. Insurance Company Policy # or Self -ins. Lic. -#-':Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration 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 thus statement may be forwarded to the Office of Investigations of the DIA. for insurance coverage verification. Ido hereby certify under tliepains andpen lies ofperjury that the informationprovided above is true and correct: Phone Of. fldal 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 #: o fi � W A W Q i c x Y HH{{S fqa 3�d �Ta f3 6 o t pdo a U) g O fiItco w�s �z W Z ; 013 gull; lip W a a; a (j _N 2 �U8> F vzi N 9 a LOO g � � 1¢/ to 0 1 � ! 21 7j t 1 I I f lid _ 1 1 1 �� �! �w� .w .w.w Ir r 11 a• 1 � � Y dip � kg $888 —Bass - �. ; 11 BiG .5;3X u tld ,a o %Ea W. she tee$ - O' ':Q-fXOcg°�=g E t'> b rl: H- T 4, Z gSS oz Ey a gg € §R w B rag'ss sf a3� � > gs ggt>'e Ft y BY _ lei. I .e �_# ` g Y Q a gE i 9 L r — 1 a ! 3 Q$ail ss 6SCSeL $ 9i€£= aEK', lilt,: c e 4 g3Jill! : al 12p �i U 1,11111 E€ 1;@,41. ccem, a PF �F F W wawa$p it Ito ggda 8" g JilF §� Ef4 t I I Q 1 e q a @ N <.ek�, a € 6ItoE #E $ R9 : � z I el # Oz a HIM. U�(D 2 s' �'¢ye[ $iaa$'y c_` €Fs➢p i; 111e'a&`a o a€ ta�ug 3 E3t9�. O$FEr�gt-a aCJBI;` • 4gg € as- ee $ t'a� I I € > jE S pREsEa 8 J O 5 E s e 4 �� 3 i � ?g 9 1HI-1E' I i 14 5 ]EU' fn n R:b �m� z d b 98 € avBBill 29§ {E. 56a 5 �Qc. x �d1, �E#'B�Sa �Og#�i� t W °s3;eganiS °gk3:eSgSi;$i =g�¢gg$zyE €e°5'C gr w 2s 9§ &d9 ka6I�� 01.11113€ �:aAls =gv�E 0 = � II . |. ),r }� «fig # 0 » i E / . _ \ @ § \ 8 ( 7 / > : . £ } § 0 2 §| .. w.- > k�/ z- § § k© . . . m 7 «\ . .. | » ;EL \ R § fa, w $ .. . . . . . t LU 0 Z. | \( .. . ! | `. � — � k 9 | :| �= I 2 0 E - . .; � / �� , , . h§� • _ - | . ! §� \= q .b. \ 7L---- - \\ ® ( \ a ! , ƒ } § !|� - || MESSI-3 OP D: BC CERTIFICATE OF LIABILITY INSURANCE DATEPW0D/YYY1) 03/28/2017 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 have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WANED, 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 978.686-2266 Foster Sullivan Insurance 163 Main St North Andover, MA 01845 NW. CT Kelly Pappas, JD, CPCU, AIC PHONE . 978-6$6.2266FAX 978-686-6410 (A1C. No, Exy AIC, No I ppas ostersu nrangroup.com Foster Sullivan Insurance LLC 08H4/2016 08114!2017 MSU S AFFORDING COVERAGE _ NAIC0 INSURERA:ATAIN SPECIALTY INS COMPANY 17159 MED EXP one rsm 10,000 INSURED Messina Development Company, I 277 Washington St Groveland, MA 01834 „s,;RERB:ZURICH INSURANCE COMPANY 16535 INSURER C: PRODUCTS-COMPIOPAGG $ 2,000,000 $ INSURER D - INSURER E INSURER F • .. COVERAGES CERTIFICATE NUMBER: REV ION 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, EXCLUSION_ S AND CONDITIONS OF SUCH POLICIES. -LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE I ODL UBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS A X COMMERCIAL GENERALLIABILRY CLAIMS -MADE a CUR CIP269351 08H4/2016 08114!2017 EACH OCCURRENCE 1,000,000 DAMAGE TO RENTED 100,000 g MED EXP one rsm 10,000 PERSONAL & ADV INJURY S 1,000,000 GNL AGGREGATE pLIRM�IT APPLES PER: POLICY ❑ JECT F1 LOC OTHER GENERAL TE 2,000,000 PRODUCTS-COMPIOPAGG $ 2,000,000 $ AUTOMOBILE LIABILITY ANY AUTO OWNED SCHEDULED AUTOS ONLY AUUTTOQSyy� AUTOS ONLY AUTOS ON� - COMBINED SINGLE LIMIT BODILY INJURY Per erson. $ BODILY INJURY acrid Od DAMAGE S S UWIREL A UAB EXC£SS LIAB OCCUR CLAIMS -MADE I EACH OCCURRENCE S AGGREGATE S DED MS1 S YPORKErtSTFONPER AND EMPLOYERS' LIABILITY YIN ANY PROPRiETOPJPART JE �� EXCLUDED? � N yes,- desuibe under DESCRIPTION OF OPERATIONS below NIA . OTH ER EL EACH ACCIDENT S _ EA EMvLo s EL DISEASE- POLICY LIMIT S B Builders Risk ER09251382 05127=6 05/27/2017 DESCRIPnON OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, Addidamt Remarks Schedure, may be attached N inm space is required) Town of North Andover Town Hail 120 Main Street North Andover, MA 01845 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, . NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORDED REPRESENTATRIE ACORD 25 (2016103) w 1woo-LVI0 AWKY {rVrC1'VKA11VI9. ILII ngnis re5wrvua. The ACORD name and logo are registered marks of ACORD Plans Subrnittedj'74, Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans TYPE OF SEWERAGE DISPOSAL r Public Sewer ❑ Tanning/Massage/Body Art ❑ Swimming Pools D well ❑ Tobacco Sales ❑ Food Packaging/Sales 0 Private (septic tank, etc. 1 Pemanent Dumpster on site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM PLANNING & DEVELOPMENT Reviewed Or . /�_ - 'Signature COMMENTS CONSERVATION Reviewed on � K 1 COMMENTS HEALTH COMMENTS. Reviewed 94 +0 5 -)� '�-' t A Sianature ,N,__� r(At A' �o C�nS E`f�.c fco,J Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments - k Water & Sewer Connectionisicinature & Date/ DriGewa P -9 DPW Town Engineer: Signature:�-- Plans SubmittedA Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans WERAGE DISPOSAL_ FPubEeSewer❑ Tanning/Massage/Body Art ❑ SwimmingPools ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private (septic tank, etc. Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF e U FORM PLANNING & DEVELOPMENT Reviewed OSignature_ -h� COMMENTS CONSERVATION Reviewed on ����, Signature COMMENTS L ---)M, HEALTH Reviewed COMMENTS—P-94 +b �)16of Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision:_ `k Water & Sewer Con i DPW Town Engineer: PUBLIC HEALTH DEPARTMENT Town of North Andover Community and Economic Development Division CERTIFICATE OF COMPLIANCE As of: 11/9/16 This is to certify that the individual subsurface disposal' system received a SATISFACTORY INSPECTION of the: Construction of an On -Site Sewage Disposal System By: Dave Maynard At: 38 Wellington Way Map lOSC Lot 84 North Andover, MA 01845 The Issuance o this'fi cate shall not be construed as a guarantee that the system will function satisfactorily. 7z7 r� Man a rasse Public Health Director 120 Main St., North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.9542 Web www.northandoverma.gov PUBLIC HEALTH DEPARTMENT (ommunity Development Division TOWN OF NORTH ANDOVER SEPTIC DISPOSAL SYSTEM - INSTALLATION CERTIFICATION The undersigned hereby certify that the Sewage Disposal System constructed; ( ) repaired; By: / r 1 Q q lK �M.S�M c4i d7'L (Print Name) Located at: 3 V V I ii J (Installation RECEIVED NOV 0 3 2016 TOWN OF NORTH ANDOVER HEALTH DEPARTMENT Was installed in //conformance with the North Andover Board of Health approved plan, originally dated and last revised on 2Q , with a design flow of q'T -D gallons per day. The materials used were in conformance with those specified on the approved plan; the system was installed in accordance with the provisions of 310. CMR 15.000, Title 5 and local regulations, and the final grading agrees substantially with the approved plan. All work is accurately represented on the As -built which has been submitted to the Board of Health. Bottom of Bed Inspection Date: And — Print Name Final Construction Inspection Date: And — Print Name Enginee (Signature) Engineer Representative (Signature) Engineer Representative (Signature) Date: /d — / / — ?-Q /l7 And — Print Name Date: PU-aLtjP cN-(Zl5i /A)J'!5crJ And — Print Name 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web http://www.northandoverma.gov North Andover Health Department (ommunity and Economic Development Division ONSITE WASTEWATER SYSTEM CONSTRUCTION NOTES LOCATION INFORMATION ADDRESS: 38 Wellington Way INSTALLER: Dave Maynard DESIGNER: Phil Christiansen PLAN DATE: BOH APPROVAL DATE ON PLAN: MAP: 105C LOT: 84 INSPECTIONS A TANK INSPECTION: DATE OF BED BOTTOM INSPECTION: �a CJI DATE OF FINAL CONSTRUCTION INSPECTION: 9/28/16 DATE OF FINAL GRADE INSPECTION: I' (D 1) SITE CONDITIONS Comments: SEPTIC TANK ® Contractor reports any changes to design plan ® Internal plumbing all to one building sewer ® Topography not appreciably altered ® Building sewer in continuous grade, on compacted firm base N/A Cleanouts per plan ® Bottom of tank hole has 6" stone base ® Weep hole plugged ® 1500 gallon tank has been installed H-10 loading ® Monolithic tank construction ® Water tightness of tank has been achieved by visual testing ® Inlet tee installed, centered under access port ® Outlet tee installed, centered under access port (gas baffle) ® 24" inch cover to within 6" of finish grade installed over one access port ® Neoprene boots around inlet & outlet Comments: DISTRIBUTION -BOX ® Installed on stable stone base ® H-20 D -Box N/A Inlet tee (if pumped or >0.08'/foot) ® Hydraulic cement around inlet & outlets ® Observed even distribution ❑ Speed levelers provided (not required) ® Schedule 40 PVC Pipe Comments: SOIL ABSORPTION SYSTEM (General) ® Bottom of SAS excavated down to C soil layer, as provided on plan ® Size of SAS excavated as per plan ® Title 5 sand installed, if specified on plan N/A 40 Mil HDPE barrier installed ® Laterals installed and ends connected to header (and vented if impervious material above) ® Elevations of laterals and chambers installed as on approved plan N/A Retaining wall (boulder / concrete / timber/ block) ❑ Final cover as per plan Comments: FINAL GRADE ❑ Loamed ❑ Seeded ❑ Cover per plan ® Outlet tee installed, centered under access port (gas baffle) ® 24" inch cover to within 6" of finish grade installed over one access port ® Neoprene boots around inlet & outlet Comments: DISTRIBUTION -BOX ® Installed on stable stone base ® H-20 D -Box N/A Inlet tee (if pumped or >0.08'/foot) ® Hydraulic cement around inlet & outlets ® Observed even distribution ❑ Speed levelers provided (not required) ® Schedule 40 PVC Pipe Comments: SOIL ABSORPTION SYSTEM (General) ® Bottom of SAS excavated down to C soil layer, as provided on plan ® Size of SAS excavated as per plan ® Title 5 sand installed, if specified on plan N/A 40 Mil HDPE barrier installed ® Laterals installed and ends connected to header (and vented if impervious material above) ® Elevations of laterals and chambers installed as on approved plan , N/A Retaining wall (boulder / concrete / timber/ block) ❑ Final cover as per plan Comments: `gip 6Yl. X Inn 30 L FINAL GRADE SLoamed Seeded H Cover per plan Comments: DOCUMENTS NEEDED Certification of Installation Form submitted By engineer and signed and dated by Engineer and installer [,/ As -Built Plan BM = 136.76 HR = 5.94 HI = 142.70 SYSTEM ELEVATIONS ROD ELEVATION AS -BLT INVERT ELEV DESIGN INVERT ELEV Benchmark Building Sewer OUT 5.52 136.83 136.72 Septic Tank IN 5.82 136.53 136.44 Septic Tank OUT 6.26 136.09 136.17 Distribution Box IN 6.44 135.91 135.89 Distribution Box OUT 6.59 135.76 135.72 Lateral 1 TOP 6.69/6.87 Lateral 1 INVERT 135.66 / 135.48 135.68 / 135.50 Lateral 2 TOP 6.69/6.87 Lateral 2 INVERT 135.66 / 135.48 135.68 / 135.50 Lateral 3 TOP 6.69/6.87 Lateral 3 INVERT 135.66 / 135.48 135.68 / 135.50 Lateral 4 TOP 6.69/6.87 Lateral 4 INVERT 135.66 / 135.48 135.68 / 135.50 Lateral 5 TOP 6.69/6.87 Lateral 5 INVERT 135.66 / 135.48 135.68 / 135.50 Bottom of Bed/Chamber CRITICAL SETBACK DISTANCES Mark those distances checked in the field against the design plan and regulatory setback ® Wetlands bordering surface water supply or trib. (in Watershed) Tank SAS Sewer ® Property line 10 10 -- ® Cellar wall 10 20 -- ® Inground pool 10 20 -- ® Slab foundation 10 10 -- ® Deck, on footings, etc 5 10 -- ® Waterline 10 10 10' ® Private drinking well 75 1002 50 ® Irrigation well 75 100 ® Surface Water 25 50 ® Bordering Vegetated Wetland , Salt Marsh, Inland / Coastal Banka 75 100 ® Wetlands bordering surface 1 Suction line 222(2) 2 100 feet is a minimum acceptable distance and no variance is allowed for a lesser distance (NA 5.02). s As defined in 310 CMR 10.55, 10.32, 10.54, and 10.30, respectively, pursuant to 15.211(3), also by NA wetland bylaws water supply or trib. (in Watershed) 150 150 ® Trib. to surface water supply 325 325 ® Public well 400 400 ® Interim Wellhead Prot. Area ® Reservoirs 400 400 ® Drains (wat. supply/trib.) 50 100 ® Drains (intercept g.w.) 25 50 ® Drains (Other) Foundation 10 (5) 20 (10) ® Drywells 20 25 1 Suction line 222(2) 2 100 feet is a minimum acceptable distance and no variance is allowed for a lesser distance (NA 5.02). s As defined in 310 CMR 10.55, 10.32, 10.54, and 10.30, respectively, pursuant to 15.211(3), also by NA wetland bylaws ♦- pi Commonwealth of Massachusetts Map -Block -Lot - BOARD OF HEALTH -- - Permit No ;f North Andover-----------------BHP-2016-0276 ------ PA. FEE ky, F. 1. $350.00 ----------------------- DISPOSAL WORKS CONSTRUCTION PERMIT Permission is hereby granted Dave_Maynard to (Construct) an Individual Sewage Disposal System. at No 38 WELLINGTON WAY as shown on the application for Disposal Works Construction Permit No. B a d Se tember 08, 2016 D --------------------------------------------- Issued On: Sep -08-2016 BOARD OF HEALTH. i �Y.•. Application for Septic Disposal System TODAY'S DATE Construction Permit —TOWN OF $350 - Full Repair NORTH ANDOVER, MA 01845 5.00 - Component Important: Application is hereby made fora permit to: When filling out onstruct a new on-site sewage disposal system" forms on the computer, use ❑ Repair or replace an existing on-site sewage disposal system* only the tab key ❑ Repair or replace an existing system component — What? to move your cursor - do not use the return A. Facility Information key. Address or Lot # VW I rat ti RECEIVED City/Town 2.- *TYPE OF SEPTIC SYSTEM*: SEP Q 8 2016 ❑ Pump ravity (choose one) ***If pump system, attach copy of electrical permit to application— TOWN OF. NORTH ANDOVER ➢ ❑ Conventional System (pipe and stone system) HEALTH DEPARTMENT ➢ ❑ Infiltrator or Biodiffuser (Gravel -Less) (Attach a copy of your certification to install this type of system.) :➢ ❑ Pressure Distribution S.A.S. (No D -Box) ➢ ❑ Pressure Dosed (D -Box Present) S.A.S. ➢ ❑ Does the system require an effluent filter? Yes No If yes, does plan specify make and model of filter? YES = (no further info. needed) NO = (installer must specify brand of filter before DWC issuance) What is the Make? What is the Model 2. Owner Information Name 01 7[ Addr'(if different romabove) 'r�®�� 1� C/ �✓ �3 iF 3 City/Town State r Zip Code q'!�' Email address Telephone Number 3. Installer Information Name 100, game of ompany Address f % f -e 2 Z City/Town State 9,7Y" Zip Code 9,099;5.5 722 Telephone Number (Cell Phone # if possible please) 4. Designer Information, / K /.i l/'Y�'C..f•Y '+L ��fdt l.5 /' /at-� �'Y moi. �L- s� / Name Name of Company Olt 70, Aityown State Zip Code 9*2 Telephone Number (Best # to Reach) Application for Disposal System Construction Permit • Page 1 of 2 • �Application for Septic Disposal System TODAY'S DATE Construction Permit —TOWN OF $350.00 -Fun Repair NORTH ANDOVER, MA 01845 . $175.00 -Component 1 PAGE 2OF2 A. Facility Information continued.... 5. Type of Building: [residential Dwelling or ❑commercial B. Agreement The undersigned agrees to ensure the construction and maintenance of the afore-described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code, as well as the Local Subsurface Disposal Regulations for the Town of North Andover. I understand that until a final Certificate of Compliance has been issued by this Board.of Health, the installed system i opapproved. Name Date Applicat, ppro oard of Health Representative) Name Date i Application Disapproved for the following reasons: i For Office Use Only: 1. Fee Attached? Yes V No f 1 2. Project Manager Obligation Form Attacbeda Yes ✓ No 3. Pump System? If so, Attach copy ofElectrical Permit Yes_ No. Applicant received copy of "Electrical Inspection Notes for Septic Systems" Yes No Handout? 4. Reviewed approval letter, all paperwork received? Yes ✓ No Missing' 5. Foundation As-Built? (new construction only): Yes No (Same scale as approved plan) 6. Floor Plans? (new construction only): Yes No Application for Disposal System Construction Permit • Page 2 of 2 SEPTIC SYSTEM INSTALLER PROJECT MANAGEMENT OBLIGATIONS As the North Andover licensed installer for the construction for the septic system for the property at: (Address of septic system) For plans by (Engineer) Relative to the application of D'1*-< yt (Installer's nam And dated _ O�' — 2e ®& rigina ate Dated g -- (e — 2®f ev (loT'sate With revisions dated _ �1.2 1 14, (Last revised date) I understand the following obligations for management of this project: 1. As the installer, l am obligated to obtain all permits and Board of Health approved plans PjLgr to performing any work on a site. I must have the approved plans and the permit on site when any work is being done. 2. As the installer, I must call for any and all inspections. If homeowner, contractor, project manager, or any other person not associated with my company schedules an inspection and the system is not ready, then item three shall be applicable. 3. As the installer, I am required to have the necessary work completed prior to the applicable inspections as indicated below. I understand that requesting an inspection, without completion of the items in accordance with Title 5 and the Board of Health Regulations may result in a $50.00 fine being levied against me and/or MY company a. Bottom of Bed - Generally, this is the first (ls� inspection unless there is a retaining wall, which should be done first. The installer must request the inspection but does not have to be present. b. Final Construction Inspection - Engineer must first do their inspection for elevations, ties, etc. As -built of verbal OK (or e-mail to: healthdept&townofnorthandover.com) from the engineer must be submitted to the Board of Health, after which installer calls for an inspection time. Installer must be present for this inspection. With a pump system, all electrical work must be ready and able to cause pump to work and alarm to function. c. Final Grade - Installer must request inspection when all grading is complete. Installer does not have to be on-site. 4. As the installer, I understand that only I may perform the work (other than simple excavation) and I am required to complete the installation of the system identified in the attached application for installation. I further understand that work done by others unlicensed to install septic systems in North Andover can constitute reasons for denial of the system and/or revocation or suspension of my license to operate in the Town of North Andover, significant fines to all persons involved are also possible 5. As the installer, I understand that I must be on-site during the performance of the following construction steps: a. Determination that the proper elevation of the excavation has been reached. b. Inspection of the sand and stone to be used. c. Final inspection by Board of Health staff or consultant. d. Installation of tank, D -Box, pipes, stone, vent, pump chamber, retaining wall and other components. 6. As the installer_ I understand that I am solely responsible for the installation of the system as per the approved plans. No instructions by the homeowner, general contractor, or any other persons shall absolve me of this obligation. Undersigned Licensed Septic Installer: (Name -mint (Today's Date) 9-40-20-'4 (Name -Signed) North Andover Health Department Community and Economic Development Division March 24, 2016 Messina Development Corp 277 Washington Street Groveland, MA 01834 Re: Subsurface Sewage Disposal System Plan for 38 Wellington Way — Lot 1 (Map 105C, Lot 84) To Whom It May Concern: The proposed wastewater system design plan for the above site dated January 8, 2016 with a final revision date of March 21, 2016 and received on March 23, 204'6 has been approved. The design has been approved for use in the construction of a new on-site septic system for a 4 - bedroom (max 9 -room) home utilizing a gravity leach field system. This design plan approval is valid until March 24, 2019. % During this time, a licensed septic system installer must obtain a.perihit and complete this work, and a Certificate of Compliance be endorsed by the installer, designer and the Town of North Andover. This approval is also subject to the following conditions: 1. Prior to the issuance of the Disposal Works Construction Permit, the applicant must submit a foundation as -built at the same scale as the approved plan 2. Prior to the issuance of the Disposal Works Construction Permit, the applicant must submit the floor plans of the proposed dwelling showing no greater than 4 bedrooms or a total of 9 rooms. Page 1 of 2 North Andover Health Department, 1600 Osgood Street, Suite 2035 North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 38 Wellington Way — Lot 1 March 24, 2016 3. Prior to the issuance of the Disposal Works Installer's Permit, an additional test pit will be required to be conducted in the primary leach field area. The applicant shall contact the Health Department office to schedule a time for the test pit and submit the appropriate soil test witness fee. 4.- If site conditions are found in the field to be different from those indicated on the design plan and/or soil evaluation, the originally issued Disposal System Construction Permit is void, installation shall stop, and the applicant shall reapply for a new Disposal Systems Construction Permit (3 10 CMR 15.020(1)). 5. It is the responsibility of the applicant and/or the applicant's septic system designer, septic system installer or other representative to ensure that all other state and municipal requirements are met. These may include review by the Conservation Commission, Zoning Board, Planning Board, Building Inspector, Plumbing Inspector and/or Electrical Inspector. The issuance of a Disposal System Construction Permit shall not construe and/or imply compliance with any of the aforementioned requirements. Please feel free to contact the office with any questions you may have. We look forward to working with you to obtain a wastewater treatment and dispersal system which will be in compliance with all regulations and assure protection of public health and the environment of North Andover. incerely Michele Grant Health Inspector Encl. Installers list cc: Philip Christiansen, P.E. File Page 2 of 2 North Andover Health Department, 1600 Osgood Street, Suite 2035, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 T 00 00 M O 00 00 00 110 00 z O N 0000 O O 000 O O 0000 O O 000 O CD 0 C7 00 M O M O O O 00 O 00P4 01 O- - 00 \0 N 00 -- m O DD -- I O \O N 00 C', 00 00 C) O� 0 O� 0 00 O� O w� O 0 O O 0PT4 O 0 U' .d O O 7 w HwHw¢ H H Q 000w ����xw�a� oUo 5 oHw awHoH x>x vzaawa¢¢¢�¢�Q 0 0 ¢zxr��Q z¢z z O 00 00 00 00 N �1�0 00 M V'1 00 l0 It O N 00 M �t 0\ m N O O "t O �'D 01 M M In t N O 00 O 'cr r- O 00 N M O "t "D O --i N L? v'1 00 N 11 00 i N N 110 "? O -? M It 0\ M 01 l-- al Tt 0\ M N M V'1 00 DO 01 "? DD N V1 O t— N N V7 01 00 O O �O M N to l-- N l-- 01 l- t- M V'1 zt l- r- 00 01 O 00 01 r'- O V1(7\ -- 0\ N M �--i M V 1 t� M 0\ l- N l- 4 r- V 1 M a1 [- r. -V7 kn � N It = a M 'Zi- M t-- V' r- O\ 'Zi- N to 0o Do 00 r- 0\ N M � -,t V1 01 N tet' -Zi- w \o 110 00 00 DD M 00 00.--i l- 00 00 (- � l-- 00 O M O 00 [- 00 l- [� - 00 O M O 00 I-- 00 l- DD l- DD l- 00 O M O M O 00 [- 00 [- 00 [- 00 l- M O 01 01 \0 D\ 0\ l- 01 h V7 110 0\ 01 � V'1 \O 0\ 01 01 01 V'1 1.0 110 01 01 01 01110 W �J Q � � N Z � N ami O ti~ ti co cd U O U cd V O 0 Z Iwo oN ai ;U v0i O ujd >wx3-c°v'Qv'v'�r Z�W x �-d ti 0 0 � 0 = 3 Uti�H4=� a 0 m� = s~ 0 � 0 t 0 U 0= O ti O W W = o >, = A o U �; U °�0 ^" �a� aaQQQtitititititi °ti ° ° ° P.P4P4 March 21, 2016 Michelle Grant CHRISTIANSEN & SERGI, INC PROFESSIONAL ENGINEERS AND LAND SURVEYORS 160 SUMMER STREET, HAVERHILL, MA 01830 tel: 978-373-0310 vwvw.csi-engr.com fax 978-372-3960 Health Inspector North Andover Board of health 1600 Osgood St, Suite 2035 North Andover, MA 01845 RE: (Lot 1) 38 Wellington Way Dear Ms. Grant: RECEIVED MAR 2 2 2016 7OWN OF NORTH ANDOVER HEALTH DEPARTMENT In response to your letter of March 17, with Comments on the Septic System Design, I offer the following: 1 The foundation drain location is not clearly indicated and the elevation is not shown on the design plan (NA 3.2), The foundation drain has been labeled and the invert specified 2 Based on the ESHWT for TP -3C buoyancy calculations are required for the septic tank (3 10 CMR 15.221(8)) Buoyancy calculations have been added to the plan. It is important to note that the calculations were done assuming water was at the bottomm of the test pit but there wasn't any indication of a water table at that elevation. 3 Considering the shallow depth of TP -3B and the proposed depth of the leach field an additional test pit is required to be conducted prior to construction in the location of TP- 3B. A note needs to be added to the design plan to clearly indicate this requirement. The test pit shall be witnessed by the Health Department. A note has been added to the plan requiring a test pit prior to construction 4 The profile view indicates only 6" of cover material above the septic tank (310 CMR 15.228(1)) The cover over the septic tank has been increased to 9" 5 An inspection pott was not shown on the design plan (3 10 CMR 15.240(13)) .An inspection port has been added to the plan 6 The slab foundation and the full cellar for the existing dwelling are not clearly shown on the design plan. This is important in order to confirm compliance with the setback distances to the proposed leach field. The elevation of the basement floor and the garage floor are on the plans. It is clear, from the information presented that the back of the house is a walk out. I have changed the profile view to clarify the design. The top of the, foundation at the front of the house is at elevation 146.50. The basement floor is at elevation 139.00 and it is a walkout. 7 The finish grading around the septic tank and proposed dwelling do not match the profile view. The_finish grades do match the profile. There is a large cut in this lot. The proposed elevations in the rear- yard drop from 140 at the northwest property line to 138 through the system. 8 The breakout elevation for the leach field is not depicted on the design plan. The break out elevation has been added to the profile and cross-section. I hope this answers all of your concerns. If you have any additional questions, please do not hesitate to call me.