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44-018 l DECK FRAMING PLAN 2r PR 2: ------- Floor Framing Material ------- 2: Type Qty. Product Length J1 9 Spruce-Pin e-Fir #2 2 x 10 12' 0" 2. Total length: 108' 0" J2 4 SYP (PT) #1 2 x 8 14' 0" J3 1'_ v v 12` 0" Rl i v v 12' 0" FIGURE R602.10.3.3 (PG 172) IN 2009 IRC R2 _ v v 3' 0" Total length: 203' 0" MS WITH 2 SIMPSON STHD14 STRAP TIES EMBEDED IN EACH CORNER ------- Beam & Ledger Mater''-a1 ------- Type Qty. Product Length Bl 2 SYP (PT) #1 2 x B B2 v B 3 v v 18` 0" B8 z v v s' o" Total length: 104' 0" G3 G3 Spruce-Pine-Fir #2 2 x 10 14' 0" 3 P1 G4 3 v v 12' 0" G5 3 v v 12' 0" Total length: 119' 0" G6 2 SYP (P") #1 2 x 8 14' 0" { Total length: 28' 0" f ------- Post Material ------- c Type Qty. Product Length ------ ---- P1 POS-Column by others B' 1-1/8" J1 p, Total length: 40' 5-5/8" ------- Miscellaneous Materials ------- Type Qty_ Product Length OS xxx (R/'--) SYP (p7)-#1-2 x 8 15' 0" Total length: 16' 0" L 5210 HAN ERS rri I r All product names are trademarks of their respective owners 1 t 1. �. I ' 3-5/8" LEDGERLOKS 2 PER BAY H1 H: L; L S1. m rk Miles Inc. NOTES: _ °m f R 21 West St. / ► West Hatfield Ma. Scale:9!e'.1' a ^ L..d b--g..11.b.— w� — /1/V�( ry►�M FOLLOW 1 FULL HEIGHT CONCRETE WX 13' 2" A, 6„ I °O B8 2 pl of R2 STAIR LOADING 100 L85. SO/FT B 7 -- - - - — --- — - 3 p l -- — i i 6' 0" I I Rlf� Q R CL HOT TUB "F'7 �j 60 S QIF" LO IN j I i f;I LUT�2§ HAN ERS 1, ,. 3-5/8" LEDGERLOKS PER BAY 3-5/8" LEDGERLOKS 3 PER BAY SUPPORTING HOT TUB AREA This layout has beer ^_ eatetl u _nq the inf orrnat ion m the plan r video, and/or •✓ -al information E ' m the general coot.ac[or. rsk Males a esporsibil:ty for this layout ifeC Q 2 altered during constrcot;on cr ny of_he Vstrcet—a:members shown are not supplied by r.k. Miles 1 's the responsi:, 1'[ f 'h b ld ^.g ConCrac-or t C 1 nd o_ ove Che i a11st_cn D U m f 11 the engineet.d d cop n[ [0 snru oonlp l' •+i th t' tac ur rs sp cat�o {�' C ages ere made to t 's p oj— a-ter the corpletirn of our o.it contact CRReMiles OR- m i immediately 1a b E 10` ;:;lt ,irs "a L.�•ir .taT6t v�. CS structur,* 110.1[Build 11 RainbowHomelmpBecker-Level 8 6-10-15 km BeamUgine 4,13.4.1 9:27am MateriaLs Database 1527 4of4 Member Data Description:CalcB5 Member Type: Beam Application: 00 Comments: Top Lateral Bracing: Continuous Slope: 0.00 12 Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 11.7 PLF Filename: Q:\RainbowHo Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" T 1.25" -23 -7 Snow Replacement Uniform(PLF) Top 0' 0.00" 7 1.25" 71 20 Snow Replacement Uniform(PLF) Top 0' 0.00" 14' 2.50" 8 2 Snow Replacement Uniform(PLF) Top 0' 0.00" 14' 2.50" 23 7 Snow Replacement Uniform(PLF) Top 7 1.25" 14' 2.50" -23 -7 Snow Replacement Uniform(PLF) Top T 125" 14' 2.50" 71 20 Snow Point(LBS) Top 7 1.25" 4 487 Live Point(LBS) Top 7 1.25" 1250 0 Snow IS „,. . 14 2 8 14 2 8 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 1832# -121# 2 14' 2.500" Wall N/A N/A 1.500" 1832# -121# Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Snow Dead 1 2# 1313# 519# 2 2# 1313# 519# Design spans 13' 5.250" Product: 1-3/4x11-7/8 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 9073.# 24466.# 37% TV Total Load D+S Negative Moment 410.# 24466.# 1% 7.09' Total Load D+S Shear 16904 90811 18% 04 Total Load D+S TL Deflection 0.2630" 0.6719" 0613 7.1' Total Load D+S LL Deflection 0.1887" 0.4479" U854 7.1' Total Load S Control: LL Deflection DOLS: Live=1001/. Snow=115% Roof=125% Wind=1601/ Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives All product names are trademarks of their respective owners Doug Hodgi ns rk Miles Inc. Copyright(Q2015 by Simpson Strong-Te Company Inc.ALL RIGHTS RESERVED. 21 West St. "Passing is defined aswhen the member,floor joist,beam or girder,shown on this drawing meets applicable design criteria for Loads,Loading conditions,and Spans listed on this sheet.The design must bereviewed by a qualified designer or design professional as required for approval.This design assumes product installation according to the manufacturers specifications West Hatfield Ma. cs SWWaXeTm 2-10.1[Build f] RainbowHomeImpBecker-Level 8 6-10-15 km Beam Engine 4.13.4.1 9:27am Materials Database t527 3of4 Member Data Description:CaIcB4 Member Type: Beam Application: o Comments: Top Lateral Bracing: Continuous Slope: 0.00 12 Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 14.0 PLF Filename: QARainbowHo Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 12' 0.00" 420 204 Snow Point(LBS) Top 7 1.50" 4 487 Live Point(LBS) Top 7 1.50" 1250 0 Snow .' fn 12 0 0 ,200 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 4416# - 2 12' 0.000" Wall N/A N/A 1.500" 4751# - Maximum Load Case Reactions Used for applying point loads(or fine loads)to carrying members Live Snow Dead 1 1# 2950# 1466# 2 2# 3191# 1560# Design spans 11' 7.750" Product: 1-3/4x9-1/2 VERSA-LAM 2.0 3100 SP 3 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 152791 250401 61% 7.11' Total Load D+S Shear 4246.# 108981 38% 11.24' Total Load D+S TL Deflection 0.4767" 0.5823" U293 6' Total Load D+S LL Deflection 0.3215" 0.3882" U434 6' Total Load S Control: LL Deflection DOLS: Live--100% Snow=115% Roof=125% Wind=1600% Design assumes a repetitive member use increase in bending stress: 4% Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives All product names are trademarks of their respective owners Doug Hodgi ns rk Miles Inc. Copyright(C)2015 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED. 21 West St. "Passing is defined aswhen the member,floor iost,beam or girder,shown on this dravnng meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet.The design must be reviewed by a qualified designer or design professional as required for approval.Thisdesgn assrmesproduct installation according to the manufacturer's specifications. West Hatfield Ma. cs structureT 210.1[Build 1] RainbowHomeImpBecker-Level 8 6-10-15 kmBeamGngine 4.13.4.1 9:27am Materials Database 1527 2of4 Member Data Description:CalcB2 Member Type: Beam Application:® Comments: Top Lateral Bracing: Continuous Slope: 0.00/ 12 Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 5.6 PLF Filename: QARainbowHo Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 11' 2.25" 0 53 Live Replacement Uniform(PLF) Top 0' 0.00" 11' 2.25" 158 0 Snow Point(LBS) To 0' 4.63" 35 10 Snow CD 11 2 4 m 11 2 4 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 1171# 2 11' 2.250" Wall N/A N/A 1.500" 1126# - Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Snow Dead 1 2# 857# 314# 2 2# 822# 304# Design spans 10' 5.000° Product: Spruce-Pine-Fir #2 2 x 10 2 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 2932.# 39464 741% 5.59' Total Load D+S Shear 959.# 2872.# 33% 0.4' Total Load D+S LL Deflection 0.1510" 0.3472" LJ828 5.59' Total Load S TL Deflection 0.2067" 0.5208" L/604 5.59' Total Load D+S Control: Positive Moment DOLS: Live=100°/, Snow=115% Roof=125% Wind=1601/ This member has been designed in accordance with NDS 2005 All product names are trademarks of their respective owners Doug Hodgi ns rk Miles Inc. Copyright(C)2015 by Simpson Strong-Te Company Inc.ALL RIGHTS RESERVED. 21 West St. —Passing isdefined as when the member,floor joist,beam or girder,shown on this drawing meets applicable design ciitena for Loads,Loading Conditions,and Spans listed on this sheet.The design must be reviewed by a qualified designer or design professional as required for approval.This design assumes product installation according to the manufacturers specifications West Hatfield Ma. cs StruetureVm 2.10.1(Budd 1] RainbowHomeImpBecker-Level 8 6-10-15 kmBeamEngine 4.13.4.1 9: Materials Database 1527 1 of 1 of 4 Member Data Description:Ca1cB1 Member Type: Beam Application Roof Comments: Top Lateral Bracing: Continuous Slope: 0.00 2 Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 5.6 PLF Filename: Q:\RainbowHo Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 11' 2.25" 0 53 live Replacement Uniform (PLF) Top 0' 0.00" 11' 2.25" 158 0 Snow Point(LBS) Top 10' 9.63" 35 10 Snow 11 2 4 ,O m 11 2 4 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 or 0.000" Wall N/A N/A 1.500" 1126# - 2 11' 2.250" Wall N/A N/A 1.500" 1171# - Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Snow Dead 1 2# 822# 304# 2 2# 857# 314# Design spans 10' 5.000" Product: Spruce-Pine-Fir #2 2 x 10 2 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 29324 39464 749/6 5.59' Total Load D+S Shear 959.# 2872.# 33% 0.4' Total Load D+S LL Deflection 0.1510" 0.3472" L/828 5.59' Total Load S TL Deflection 0.2067" 0.5208" L/604 5.59' Total Load D+S Control: Positive Moment DOLS: Live=1001/. Snow=115% Roof=125% Wind=160% This member has been designed in accordance with NDS 2005 All product names are trademarks of their respective owners Doug Hodgi ns rk Miles Inc. Copyright(C)2015 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED. 21 West St. —Pang is defined aswhen the member,floorjois,beam of girder,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet.The design must be reviewed by a qualified designer or design professional as required for approval.This design assumes product installation according to the manufacturer's specifications West Hatfield Ma. cs Swucwer-210.1[Build 1] Rai nbowHomelmpBecker-Level 6 6-10-15 kmBeamGngine 4.13.4.1 9:54am Materials Database 1527 4of4 Member Data Description:CalcB8 Member Type: Beam Application Floor Comments: Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 5.7 PLF Filename: 0:\RainbowHo Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 4' 9.50" 82 6 Live Point(LBS) To 4' 6.25" 469 8 Snow glig 4 9 8 0 4 9 8 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 203# 2 4' 9.500" Wall N/A N/A 1.500" 519# Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Snow Dead 1 178# 0# 25# 2 178# 469# 33# Design spans 4' 4.250" Product: SYP (PT) #1 2 x 8 2 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 221.# 32851 6% 2.4' Total Load D+L Shear 147.# 2538.# 5% 0.23' Total Load D+L LL Deflection 0.0041" 0.1451" L/999+ 2.4' Total Load L TL Deflection 0.0047" 0.2177" L/999+ 2.4' Total Load D+L Control: Positive Moment DOLS: Live=100% Snow=115% Roof=125% Wind=1601/ This member has been designed in accordance with NDS 2005 All product names aro trademarks of their respective owners Doug Hodgl ns rk Miles Inc. Copyright(C)2015 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED. 21 West St. —Passing is defined as when the member,floor joist,beam or girder,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet.The design must be reviewed by aqualified designer or design professional asrequired forapproval.Thisdesign assumesproduct installation accoidingto the manufacturefsspecifications. West Hatfield Ma. cs slructureT 210.1[Build 11 RainbowHomelmpBecker-Level 6 6-10-15 kmBeamEngine 4.13.4.1 9:54am Materials Database 1527 3of4 Member Data Description:CaIcB7 Member Type: Beam Application: Floor Comments: Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 8,5 PLF Filename: QARainbowHo Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 6' 2.75" 531 59 Live Replacement Uniform(PLF) Top 6' 2.75" 13' 4.75" 237 59 Live Replacement Uniform(PLF) Top 13' 4.75" 17 10.75" 366 92 Live Point(LBS) Top 14' 9.25" 0 64 Live Point(LBS) Top 17 9.25" 253 128 Snow 7 612 7 4 0 ® 3 0 0 17 10 12 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 1914# - 2 7 6.750" Wall N/A N/A 1.500" 3562# 3 14'10.750" Wall N/A N/A 1.500" 3171# Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Snow Dead 1 1705# 26# 209# 2 3108# -149# 454# 3 2309# 377# 862# Design spans 7 2.125' 7 4.000" 3' 0.000"(right cant) Product: SYP (PT) #1 2 x 8 3 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 3060.# 5667.# 54% 3.62' Odd Spans D+L Negative Moment 2674.# 5667.# 47% 7.56' Adjacent 1 D+L Shear 1981.# 3806.# 52% 7.2' Adjacent 1 D+L LL Deflection 0.0978" 0.2392" U880 3.97 Odd Spans L TL Deflection 0.1088" 0.3589" L/791 3.97 Odd Spans D+L LL Defl.,Rt. 0.1434" 0.2000" 21J502 17.9' Odd Spans 0.75(L+S) TL Defl.,Rt. 0.1821" 0.3000" 2U395 17.9' Odd Spans D+0.75 L+S Control: TL Dell.,Rt. DOLS: Live=1001/ Snow=115% Roof=125% Wind=160°/ Design assumes a repetitive member use increase in bending stress:15% This member has been designed in accordance with NDS 2005 All product names are trademarks of their respective owners Doug Hodgi ns rk Miles Inc. Copyright(C)2015 by Simpson Strang-Tie Company Inc.ALL RIGHTS RESERVED. 21 West St. "Passing isdefined as when the member,floor joist,beam or girder,shown on this drawing meels applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet.The design must be reviewed by a qualified designer or design professional as required for approval.This design assumes product installation according to the manufacturers specifications West Hatfield Ma. CS strUCtUreTM 2.10.1[Build 11 RainbowHomeImpBecker-Level 6 6-10-15 kmBeamCngine 4.13.4.1 9:54am Materials Database 1527 2of4 Member Data Description:CalcB2 Member Type: Beam Application- Floor Comments: Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 5.7 PLF Filename: Q:\RainbowHo Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 9' 8.25" 5 1 Live Replacement Uniform PLF Top 0' 0.00" 9' 8.25" 27 7 Live 9 8 4 9 8 4 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 202# - 2 9' 8.250" Wall N/A N/A 1.500" 202# Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Dead 1 141# 61# 2 141# 61# Design spans 8'11.000" Product: SYP (PT) #1 2 x 8 2 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 4504 32851 13% 4.84' Total Load D+L Shear 175.# 2538.# 6% 0.4' Total Load D+L LL Deflection 0.0278" 0.2972" U999+ 4.84' Total Load L TL Deflection 0.0398" 0.4458" 0999+ 4.84' Total Load D+L Control: Positive Moment DOLS: Live--100% Snow=115% Roof=1251/. Wind=1601/ This member has been designed in accordance with NDS 2005 All product names are trademarks of their respective owners Doug Hodgi ns rk Miles Inc. Copyright(C)2015 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED. 21 West St. —Passing is defined aswhen the member,floor joist,beam or girder,shown on this drawing meets applicable design cnteria for Loads,Loading Conditions,and Spans limed on this sheet.The design mum be reviewed by a qualified designator design professional asrequired forapproval.Thisdesign asstmesproduct installation according to the manufacturer's specifications West Hatfield Ma. cs s1rUCtUreTN 210.1[Build 11 Rai nbowHomelmpBecker-Level 6 6-10-15 kmBeamEngine 4.13.4.1 9:54am Materials Database 1527 1 of 4 Member Data Description:CalcB1 Member Type: Beam Application: Floor Comments: Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 5.7 PLF Filename: Q:\RainbowHo Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 9' 8.25" 27 7 Live Replacement Uniform PLF Top 0' 0.00" 9' 8.25" 27 7 Live fp saa 0 O 9 8 4 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 323# - 2 9' 8.250" Wall N/A N/A 1.500" 323# Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Dead 1 238# 85# 2 238# 85# Design spans 8'11.000° Product: SYP (PT) #1 2 x 8 2 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 7194 3285.# 21% 4.84' Total Load D+L Shear 2794 2538.# 10% 0.4' Total Load D+L LL Deflection 0.0468" 0.2972" U999+ 4.84' Total Load L TL Deflection 0.0636" 0.4458" U999+ 4.84' Total Load D+L Control: Positive Moment DOLS: uve=1001/. Snow=115% Roof=125% Wind=160% This member has been designed in accordance with NDS 2005 All product names are trademarks of their respective owners Doug Hodgi ns rk Miles Inc. Copyright(C)2015 by Simpson Strong-Te Company Inc.ALL RIGHTS RESERVED. 21 West St. —Passing is defined as when the member,floorjoist,beam or girder,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet.The design must be reviewed by a qualified designer or deign professional as required for approval.This design assumes product installation according to the manufacturer's specifications West Hatfield Ma. cs SU-WtUreT-210.1[Build 11 RainbowHomeImpBecker-Level 6 6-10-15 kmBeamEngine 4.13.4.1 9: Materials Database 1527 4 of 4o4 Member Data Description:CalcG6 Member Type: Girder Application: loor Comments: Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 5.7 PLF Filename: Q:\RainbowHo Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 10' 9.50" 27 7 Live Replacement Uniform(PLF) Top 0' 0.00" 13'11.25" 5 1 Live Replacement Uniform(PLF) Top 10' 9.50" 13'11.25" 27 7 Live Replacement Uniform PLF Top 10'11.50" 13'11.25" 250 0 Snow 9 4 0 4 4 0 0 3 4 i 1311 4 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 167# 2 9' 4.000" Wall N/A N/A 1.500" 534# -- 3 13' 8.000" Wall N/A N/A 1.500" 457# -40# Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Snow Dead 1 118# -12# 49# 2 292# 253# 125# 3 65# 451# 7# Design spans 8'11.375" 4' 4.000" 0' 0.625"(right cant) Product: SYP (PT) #1 2 x 8 2 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 3734 3778.# 9% 11.93' Even Spans D+S Negative Moment 3404 3285.# 10% 9.33' Adjacent 1 D+L Shear 3034 29181 10% 9.34' Adjacent 1 D+0.75(L+S) LL Deflection 0.0170" 0.2983" 0999+ 4.41' Odd Spans L TL Deflection 0.0237" 0.4474" L/999+ 4.41' Odd Spans D+L LL Defl.,Rt. 0.0010" 0.2000" 21J999+ 13.94' Even Spans S TL Defl.,Rt. 0.0010" 0.2000" 20999+ 13.94' Even Spans D+S Control: Shear DCLs: Live=1001/. Snow=115% Roof=125% Wind=1601/ This member has been designed in accordance with NDS 2005 All product names are trademarks of their respective owners Doug Hodgi ns rk Miles Inc. Copyright(C)2015 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED. 21 West St. "Passng isdefined ashen the member,floorjoist,beam orgirder,shown on thisdrawing meetsapplicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet.The design must be reviewed by a qualified designer or design professional as required for approval.Thisdesgn assumesproduct installation according to the manufacturers specifications. West Hatfield Ma. cs structureT 2.10.1[Build 11 RainbowHomelmpBecker-Level 6 6-10-15 kmBeamEngine 4.13.4.1 9:53am Materials Database 1527 3of4 Member Data Description:CalcG5 Member Type: Girder Application: loon Comments: Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 8.4 PLF Filename: QARainbowHo Other.Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 10'11.50" 5 1 Live Replacement Uniform(PLF) Top 0' 0.00" 10'11.50" 27 7 Live Point(LBS) Top 0' 4.63" 2 350 Live Point(LBS) To 0' 4.63" 829 0 Snow s78 140 O 1011 a Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 1254# 2 9' 7.500" Wall N/A N/A 1.500" 269# Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Snow Dead 1 149# 829# 425# 2 178# 0# 92# Design spans 9 2.875" 0'11.375'(right cant) Product: Spruce-Pine-Fir #2 2 x 10 3 ply PASSES DESIGN CHECKS NOTE:Pass-thru framing is required at point loads over bearings. Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 508.# 5919.# 8% 5.01' Odd Spans D+L Negative Moment 221 5919.# 0% 9.62' Total Load D+L Shear 1871 37461 4% 9.16' Total Load D+L LL Deflection 0.0125" 0.3080" 0999+ 5.01' Odd Spans L TL Deflection 0.0188" 0.4620" U999+ 5.01' Odd Spans D+L LL Defl.,Rt. -0.0041" 0.2000" 20999+ 10.96' Odd Spans L TL Defl.,Rt. -0.0061" 0.2000" 20999+ 10.96' Odd Spans D+L Control: Positive Moment DOLS: live--100% Snow=115% Roof=125% Wind=160% Design assumes a repetitive member use increase in bending stress:15% This member has been designed in accordance with NDS 2005 Point loads over bearings are NOT included in the Design calculations,but ARE included in the Reaction table All product names are trademarks of their respective ovmers Doug Hodgi ns rk Miles Inc. Copyright(C)2015 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED. 21 West St. —Passing is defined as when the member,floor joist,beam or girder,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet.The design must be reviewed by a qualified designer or design professional as required for approval.This design assumes product installation according to the manufacturers specifications. West Hatfield Ma. cs strucalleTU 2.10.1[Build 11 Rai nbowHomelmpBecker-Level 6 6-10-15 kmBeamEngine 4.13.4.1 9:53am Materials Database 1527 2of4 Member Data Description:CaIcG4 Member Type: Girder Application: loor Comments: Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 8.4 PLF Filename: Q:\RainbowHo Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 10'11.50" 5 1 Live Replacement Uniform PLF Top 0' 0.00" 10'11.50" 27 7 Live 1 4 0 9 7 8 1011 8 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 1' 4.000" Wall N/A N/A 1.500" 269# - 2 10'11.500" Wall N/A N/A 1.500" 221# - Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Dead 1 178# 92# 2 146# 75# Design spans 0'11.375"(left cam) 9' 2.875" Product: Spruce-Pine-Fir #2 2 x 10 3 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 508.# 59191 8% 5.95' Even Spans D+L Negative Moment 224 59191 0% 1.33' Total Load D+L Shear 187.# 37461 4% 1.34' Total Load D+L LL Deflection 0.0125" 0.3080" 0999+ 5.95' Even Spans L TL Deflection 0.0188" 0.4620" U999+ 5.95' Even Spans D+L LL Defl.,Lt. -0.0041" 0.2000" 2U999+ 0' Even Spans L TL Defl.,Lt. -0.0061" 0.2000" 2U999+ 0' Even Spans D+L Control: Positive Moment DOLS: Live--100% Snow=115% Roof=1251/. Wind=1601/ Design assumes a repetitive member use increase in bending stress: 15% This member has been designed in accordance with NDS 2005 All product names are trademarks of their respective owners Doug Hodgi ns rk Miles Inc. Copyright(C)2015 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED. 21 West St. —Pang is defined as when the member,floorjoist,beam orgirder,shown on this drawing meets applicable design criteria for Loads,Loading conditions,and Spans listed on this sheet.The design must be reviewed by a qualified designer or design professional as required for approval.This design assrmesproduct installation according to the manufacturers specifications West Hatfield Ma. CS StructureTst 210.1[Build 11 RainbowHomelmpBecker-Level 6 6-10-15 kmBeamEngine 4.13.4.1 9:53am Materials Database 1527 1 of 4 Member Data Description:Call Member Type: Girder Application: 10or Comments: Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: 0360 live, 0240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 8.4 PLF Filename: Q:\RainbowHo Mer Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform (PLF) Top 1' 4.00" 12' 5.00" 210 53 Live Point(LBS) Top 0' 4.63" 4 840 Live Point(LBS) Top 0' 4.63" 1980 0 Snow Point(LBS) Top 13' 4.38" 4 840 Live Point BS) To 13' 4.38" 1980 0 Snow IL F IL I 1 4 0 11 1 0 1 4 0 O 0 13 9 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 1' 4.000" Wall N/A N/A 1.500" 1509# 2 12' 5.000" Wall N/A N/A 1.500" 1509# Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Snow Dead 1 1164# 0# 345# 2 1164# 0# 345# Design spans 0'11.375"(left cant) 11' 1.000" 0'11.375"(right cant) Product: Spruce-Pine-Fir #2 2 x 10 3 ply PASSES DESIGN CHECKS NOTE:Pass-thru framing is required at point loads over bearings. Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 4156.# 59191 70% 6.88' Total Load D+L Negative Moment 44 5327.# 0% 1.33' Total Load D Shear 12924 3746.# 340/a 11.86' Total Load D+L LL Deflection 0.1716" 0.3694" L/775 6.88' Total Load L TL Deflection 0.2211" 0.5542" U601 6.88' Total Load D+L LL Defl.,Lt. -0.0470" 0.2000" 20484 0' Total Load L TL Defl.,Lt. -0.0605" 0.2000" 2U376 0' Total Load D+L LL Defl.,Rt. -0.0470" 0.2000" 20484 13.75' Total Load L TL Defl.,Rt. -0.0605" 0.2000" 20376 13.75' Total Load D+L Control: Positive Moment DOLS: Uve=100% Snow=115% Roof=125% Wind=160°/ Design assumes a repetitive member use increase in bending stress:15% This member has been designed in accordance with NDS 2005 Point loads over bearings are NOT included in the Design calculations,but ARE included in the Reaction table All product names are trademafks of their respective owners Doug Hodgi ns rk Miles Inc. Copydght(C)2015 by Simpson Strong•Tie Company Inc.ALL RIGHTS RESERVED. 21 West St. "Passing is defined as when the member,floorjois,beam or girder,shown on this drawing meets applicable design criteria for Loads,Loading Conditions and Spans listed on this sheet.The design must be reviewed by a qualified designer of design professional as required for approval.This design assumes product installation according to the manufacturers specifications West Hatfield Ma. CS structureTM 2.10.1[Build 11 RainbowHomeImpBecker-Level 6 6-10-15 kmBeamEngine 4.13.4.1 9:55am Materials Database 1527 1 Of 1 Member Data Description:CaIcA4 Member Type: Joist Application Floor Comments: joist under hot to Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 40 PSF Deflection Criteria: L/360 live, U240 total Dead Load: 10 PSF Deck Connection: Glued & Nailed Filename: Q:\RainbowHo Other Loads Type Other Dead (Description) Side Begin End Start End Start End Category Replacement Uniform PSF To 0'11.13" 611.13" 150 10 Live IN sill 811 2 1 4 0 q ® , 10 3 2 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 593# 2 8'11.125" Wall N/A N/A 1.500" 582# Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Dead 1 549#(549plf) 43#(43plf) 2 523#52 f 59#59 If Design spans 8'10.500" 1' 4.000"(right cant) Product: SYP (PT) #1 2 x 8 12.0" O.C. PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 14401 18891 76% 4.49' Odd Spans D+L Negative Moment 441 1889.# 2% 8.93' Total Load D+L Shear 5621 1269.# 44% 0.06' Odd Spans D+L LL Deflection 0.2318" 0.2958" U459 4.49' Odd Spans L TL Deflection 0.2481" 0.4437" 0429 4.49' Odd Spans D+L LL Defl.,Rt. -0.1080" 0.2000" 2U296 10.26' Odd Spans L TL Defl.,Rt. -0.1154" 0.2000" 2U277 10.26' Odd Spans D+L Control: LL Deflection DOLS: Live--100% Snow=1151/. Roof=125% Wind=160°/ Design assumes a repetitive member use increase in bending stress:15% This member has been designed in accordance with NDS 2005 All product names are trademanes of their respective owners Doug Hodgi ns rk Miles Inc. Copyright(C)2015 by Simpson Strong-Tie company Inc.ALL RIGHTS RESERVED. 21 West St. —Passing is defined ashen the member,floor joist,beam or gird%shown on this drawing meets applicable design entena for Loads,Loading Conditions,and Spans listed on this sheet.The design must be reviewed by a qualified designer or design professorial asrequired for approval.This design assrmesproduct installation according to the manufacturer's specifications West Hatfield Ma. THE FOLLOWING PROPOSAL IS SUBMITTED BY: Signature / Date: ACCEPTANCE OF PROPOSAL The prices,specifications,and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified.Payment will be made as outlined in this contract. Signature 7, Date: ! —e�z'j`��.�.- Lr Signature Date: Page 6 of 6 • Provide and install vapor barrier in ceiling, 6 mil. • Provide and install roof insulation, polystyrene board, 1". WALL COVERINGS • Provide and install drywall,taped and finished, 1/2". CEILING COVERINGS • Provide and install drywall ceiling,taped and finished, 1/2". INTERIOR DOORS • Create door opening(s)up to 8'wide in drywall wall. INTERIOR TRIM, STAIRS AND ACCESSORIES • Provide and install base shoe mould,oak,3/8 x 3/4. • Provide and install pine base,9/16 x 4-1/4, plain. FLOOR COVERING • Provide and install tongue and groove plywood subfloor,3/4". • Provide and apply 2 coats of urethane to wood floor. • Provide and install white oak tongue&groove flooring,select,3/4 x 2-1/4. INTERIOR PAINTING AND WALLPAPER • Paint window(s). • Paint drywall or plaster wall. • Paint drywall or plaster ceiling. • Paint interior moulding. PROJECT FINALIZATION • Deliver dumpster, pickup and dump after 7 days. Sub-Total is$57,588.47 Project Cost is$78,459.83 Page 5 of 6 • Create door opening(s)up to 12'wide in frame wall. • Provide and install deadbolt(s), average quality. VINYL WINDOWS • Provide and install picture window(s), insulated glass,vinyl,4-0 x 5-0. • Provide and install picture window(s), insulated glass,vinyl,6-0 x 5-6. DECKS AND PORCHES • Provide and install deck band,cedar, 1 x 12. EXTERIOR TRIM • Provide and install fir/pine fascia, 1"x 10". • Provide and install fir plywood soffit,3/8"x 18". • Provide and install vinyl fascia,6". • Provide and install vinyl louver vent(s),gable, 16". SIDING AND AWNINGS • Provide and install pine/fir plywood, 3/8"thick T1-11,4'x 8'. • Additional charge for work above 1 story. • Provide and install tear-proof plastic house wrap. HEATING, VENTILATION, AIR CONDITIONING • Provide and install baseboard radiator, 1/2"element, 16'section,within 10'of hot water source. ELECTRICAL • Provide and install box and duplex outlet set(s),open walls. • Provide and install 3 way switch set(s),open walls. • Provide and install ceiling box(es),open walls. • Provide and install ceiling box and wall switch set(s),finished walls. • Provide and install 220 V outlet(s), within 15' of power, open walls. • Provide and install ceiling light in existing box,average grade. • Provide and install incandescent porch wall fixture(s),economy grade. • Provide and install ceiling fan, new wiring and switch,open ceiling&walls, average grade. INSULATION • Provide and install insulation, unfaced, laid flat, R-38. • Provide and install insulation, unfaced,laid flat, R-38. • Provide and install insulation,foil faced, laid flat, R-22. • Provide and install foil faced foam sheathing, 1/2". • Provide and install vapor barrier in exterior wall,6 mil. Page 4 of 6 CONCRETE DEMOLITION • Demolish exterior concrete slab. FRAMING DEMOLITION • Demolish wood wall framing,8'high, 2"x 4" 16"oc. EXCAVATION • Excavate hard soil or loose rock. m Seed, rake,water tall fescue or equivalent. CONCRETE • Pour continuous footing by chute. M Pour concrete slab,4"thick. M Set forms and pour concrete wall(s). FLOOR FRAMING • Provide and install LVL wood beam, three 1-3/4"x9-1/4". • Provide and install 2"x 12", 16"oc,floor joists. • Provide and install tongue and groove plywood subfloor, 3/4". WALL FRAMING • Provide and install wood wall framing,2"x 6",16"oc. m Provide and install wall sheathing, plywood, 1/2". M Provide and install wood column(s), 6"x 6". ROOF FRAMING • Provide and install 2"x 10", 16"oc,wood gable roof framing. • Provide and install plywood sheathing, 5/8". m Provide and install 2"x 4",ceiling joists. ROOFING AND GUTTERS ■ Provide and install fiberglass shingles,3 tab,2251b, 25 year,with felt. • Provide and install aluminum drip edge. • Provide and install aluminum stepflashing on wood sheathing. • Provide and install continuous ridge vent, shingle over style. • Provide and install 6"seamless aluminum guttering. • Provide and install 3"x 4"aluminum downspout. EXTERIOR DOORS m Create door opening(s)up to 8'wide in frame wall. Page 3 of 6 Project Specifications Becker addition-complete project Estimate for 9'x12'sun room,12'x16'cedar deck&3 season under deck. C01:3 season porch under deck WALL FRAMING • Provide and install wood wall framing, 2"x 6", 12"oc. • Provide and install wall sheathing, plywood, 1/2". ROOF FRAMING • Provide and install 2"x 10", 12"oc,wood flat or shed roof framing. • Provide and install plywood sheathing, 5/8". • Provide and install 2"x 4",ceiling joists. EXTERIOR DOORS • Provide and install exterior wood door sill,8/4 x 8 deep. • Provide and install exterior wood atrium door(s), 1 door, 1 fixed panel,7-0 x 6-8,economy. SIDING AND AWNINGS • Provide and install cedar plywood,5/8"thick T1-11,4'x 8'. ELECTRICAL • Provide and install box and duplex outlet set(s),open walls. Sub-Total is $13,672.85 CO2:12'x 16'cedar deck DECKS AND PORCHES • Provide and install cedar post(s),4 x 4,8'tall, in concrete. • Provide and install joists,pres.treated,doubled all sides, 2x8, 16"oc. • Provide and install deck band,cedar, 1 x 10. • Provide and install deck surface,cedar,5/4 x 6,straight, nailed. • Provide and install deck railing with pickets,cedar,42"tall, average grade. • Provide and install cedar step(s)with open riser,4'wide. • Provide and install porch ceiling, interlocking vinyl. Sub-Total is $7,198.50 General Project Contents PROJECT PREPARATION • Plans with on-site survey, no consultation. • Obtain necessary permits. Page 2 of 6 Estimate#1457 October 20,2014 Submitted to: Submitted by: Harry Becker and Jan Becker( Vey i rt�, Rainbow Home Improvement 111 Old Wilson Road 128 Ryan Road Florence,MA 01062 Florence,Massachusetts 01062 Business:413-586-3730 Business:413 341-3838 GENERAL CONDITIONS The contractor shall provide all necessary labor and materials,and perform all work of every nature on the proposed remodeling in accordance with this contract,the specifications,and the accompanying drawings. The Contractor shall obtain the building permit. All subcontractors will take out their own permits and pay for them. The owner,if necessary,will have the lot surveyed and will apply for all zoning,historic preservation or other related permits as necessary. Work for any of these are not included under this contract. All work is to be executed in a workman like manner in accordance with the contract,plans,and specifications. ESTIMATE DETAILS-SCOPE OF WORK Estimate includes work to build a sun room addition to the back of the house with a deck attached to addition as well as the existing house.There will be a 3 season porch built underneath the deck also.Work to be done at 111 Old Wilson Road,Florence, MA,home of Harry&Jan Becker.Work to be completed as follows: SUN ROOM ADDITION ilyv* A new 3x3'1'sun room will be added to the rear of the house on the exterior side of the kitchen. An 8'wide opening will be made to that wall which will be the new entrance to the sun room.The sun room will consist of 1 sliding patio door,and will have 5 large windows on the remaining walls. There will be 3 custom picture windows that will have the same pitch as the roof. Along all exterior walls will be baseboard heaters.The cathedral ceiling will have a ceiling fan mounted in center of the room.A gable roof will be extended and tied into current roof at the same pitch. MATERIALS ALL MATERIALS ARE NEW AND IN COMPLIANT WITH ALL APPLICABLE LAWS AND CODES CEDAR DECK 0 Attached to the existing structure and new addition structure will be a 110 x 16'cedar deck.The deck will consist of a 2 x 8 pressure treated structure.The deck surface will be 5/4 x 6 x 16'cedar deck boards.The railing system will be 2 x 4 cedar top and bottom rails with 42"cedar balusters.Exiting the deck will be a 2 stage stair system made of pressure treated stringers,cedar stai treads with a cedar handrail system to match the deck. 3 SEASON PORCH Built under the deck will be a 3 season porch.It will be built with 2x6 wall framing.There will be 1 sliding patio door on either side and 3 sliding patio doors on the front of the porch.This structure will be supporting the deck which is above it. FEES Estimate includes all permit and recycling fees. Page 1 of 6 Plot Plan for 111 Old Wilson Road, Florence, MA 01062 125.00 29" 9' 20" SW �— 3 l E Lot 2 Lot 4 � T z O i Q C`1 V4' N 1 y 3`► � 1 125.00 25" 30' 20" NE —> From "Plan of Lots in Northampton, Mass. to be conveyed to Philip Perrault, et ux, June 10, 1957, Almer Huntley. Jr., surveyor" Recorded in Hampshire County Registry of Deeds in Plan Book 50, Page 29 City of Northampton 212 Main Street, Northampton, 1\/LA 01060 Solid Waste Disposal Affidavit In accordance of the provisions of MGL c 40, S54, I acknowledge that as a condition of the building permit all debris resulting from the construction activity governed by this Building Permit shall be disposed of in a properly licensed solid waste disposal facility, as defined by MGL c 111, S 150A. Address of the work �`� t.�v'.\ Q-L The debris will be transported by: The debris will be received by: y .��C�, •, �t�,� Building permit number: Name of Permit Applicant Date Signature of Permit Applicant 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 grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." 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-A-dd e-ss"the-appl-icant-should_write" llocations in(eity_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 Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents 1 Congress Street, Suite 100 Boston, MA 02114-2017 Tel. # 617-727-4900 ext. 7406 or 1-877-MASSAFE Fax# 617-727-7749 Revised 02-23-15 www.mass.gov/dia ` The Commonwealth of Massachusetts Department of Industrial Accidents 1 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): Address: \IT cL �- City/State/Zip: ?V �Mk U0191, Phone#: Are you an employer?Check the appropriate box: Type of project(required): 1.Q I am a employer with employees(full and/or part-time).* 7. n New construction 2.n I am a sole proprietor or partnership and have no employees working for me in $• E]Remodeling any capacity.[No workers'comp.insurance required.] 9. ❑D molition In I am a homeowner doing all work myself[No workers'comp.insurance required.]r 10 wilding addition 4.n 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 I Ln Electrical repairs or additions roprietors with no employees. �L;V1JI 12.�Plumbing repairs or additions 5. I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.❑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.Q 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. Insurance Company Name: Policy#or Self-ins.Lic.1#`: Expiration Date: Job Site Address: 1 \ 4� W��"� �—L City/State/Zip: �CS '�� Attach_a_copy oithe workers_compensation_policy declaration_page_(shominc the_policynumb.er-ancLexpiration-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 of perjury that the information provided above is true and correct. Si nature. 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.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: ��(� ) \1V��" `� � � S-S-Z�f. License Number Address Expiration Date gnature Telephone 9.Registered Home Improvement Contractor: Not Applicable ❑ Company Name Registration Number Address M '• ' Expiration Date o�o lD v Telephone SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152,§25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes....... ❑ No...... 11. - Home Owner Exemption The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(1) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor.CMR 780 Sixth Edition Section 108.3.5.1. Definition of Homeowner:Person(s)who own 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. As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers' Compensation) and Chapter 153 (Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s) you hire to perform work for you under this pen-nit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances,State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House Addition Replacement Windows Alteration(s) Roofing ❑ Or Doors l� Accessory Bldg. ❑ Demoliti New Signs [O] Decks [M Siding[0] Other[D] Brief Descriptio _ Work: 'A rG/.(- L 3 ' Alteration of existing bedroom Yes ✓ No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes _- No Plans Attached Roll -Sheet 6a. If New and or addition to existina housing, complete the following: a. Use of building: One Family Two Family Other b. Number of rooms in each family unit: Number of Bathrooms c. Is there a garage attached? C\0- d. Proposed Square footage of new construction. 3 kW)N Dimensions l 1by SP e. Number of stories? I f. Method of heating? ��yL`9uY,C (t> �� Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction CtM�.L^\%,-^X i. Is construction within 100 ft. of wetlands? Yes ✓ No. Is construction within 100 yr. floodplain Yes No j. Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? ✓ Yes No. I. Septic Tank City Sewer ✓ Private well City water Supply SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT U~t as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application. Signature of Owner Date as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the pains and penalties of perjury. Print NAne Signature of Owner/Agent Date Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size Frontage Setbacks Front Side L: SL R: 37 L: 5Z R: 31 Rear 1 Building Height Bldg.Square Footage % Open Space Footage % (Lot area minus bldg&paved parking) #of Parking Spaces Fill: volume&Location A. Has a Spe ial Permit/Variance/Finding ever been issued for/on the site? NO (F DON'T KNOW o YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO O DON'T KNOW ® YES IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO (2� DON'T KNOW O YES O IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained 0 Obtained O , Date Issued: C. Do any signs exist on the property? YES ® NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES ® NO er IF YES, describe size, type and location: E. Will the construction activity disturb(clearing, grading, a avation, or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES ® NO IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Department use only ity of Northampton Status of Permit: uilding Department Curb Cut/Driveway Permit 212 Main Street Sewer/Septic Availability U Gas l�spe �cns Room 100 Water/Well Availability trlc plumbing&t�nnp10so ampton, MA 01060 Two Sets of Structural Plans Northam ton,p one 413-587-1240 Fax 413-587-1272 Plot/Ste Plans Other Specify APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address: This section to be completed by office wxx\ Map Lot Unit Zone Overlay District Elm St District CB District SECTION 2-PROPERTY OWNERSHIPIAUTHORIZED AGENT 2.1 Owner of Record: Name(Print) Current Mailing Address: H 1 -3i '5W6- tl 5-,(,Z Telephone Signature 2.2 Authorized Agent: Name(Print) Current Mailing Ad ress: Q\v�� r Signat re Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by ermit applicant 1. Building (a)Building Permit Fee 2. Electrical (b)Estimated Total Cost of Construction from 6 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) 5. Fire Protection 6. Total=0 +2+3+4+5) '1 q y S-9. ,.3 Check Number fj This Section For Official Use Only Date uilding Permit Number: Issued: Signature: Building Commissioner/inspector of Buildings Date File#BP-2015-1208 i� r APPLICANT/CONTACT PERSON THOMAS MALONE v^ ADDRESS/PHONE 128 RYAN RD FLORENCE01062(413)885-9038a 01 - a PROPERTY LOCATION 111 OLD WILSON RD T Q V, , � MAP 44 PARCEL 018 001 ZONE u THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid 44 1 ii g Building Permit Filled out Fee Paid {� Typeof Construction: CONSTRUCT 11 X 14 DEN/FAMILY RM ADDITION&3 SEASON RM(10 X 16)t�.e UNDER DECK e(a� New Construction Non Structural interior renovations Addition to Existing- Accessory Existing- Accessory Structure Building Plans Included: Owner/Statement or License 055236 / 3 sets of Plans/Plot Plan O�l �Rd�W lG THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION PRESENTED: Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management ay Sign re of Bui ng ffi ial Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission, Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact Office of Planning&Development for more information. I 1 I OLD WILSON RD BP-2015-1208 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block:44-018 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category:ADDITION BUILDING PERMIT Permit# BP-2015-1208 Project# JS-2015-002286 Est. Cost: $78460.00 Fee: $141.00 PERMISSION IS HEREBY GRANTED TO Const. Class: Contractor: License: Use Group: THOMAS MALONE 055236 Lot Size(sq.1): 26136.00 Owner: TESINI JANICE M&HARRY BECKER Zoning: Applicant: THOMAS MALONE AT. 111 OLD WILSON RD Applicant Address: Phone: Insurance: 128 RYAN RD (413) 885-9038 WC FLORENCEMA01062 ISSUED ON.611012015 0:00:00 TO PERFORM THE FOLLOWING WORK.CONSTRUCT 11 X 14 DEN/FAMILY RM ADDITION & 3 SEASON RM (10 X 16) UNDER DECK (per RK Miles engineering) POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: Date Paid: Amount: Building 6/10/2015 0:00:00 $141.00 212 Main Street,Phone(413)587-1240, Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner