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31C-035 UFP Belchertown,LLC Job ID: 141212368 Status: Design Passed .UFP New Windsor,LLC Village Hill:Lot 27A UFP Berlin,LLC Label: 137-3 UFP Parker,LLC Member Type: Beam I Level:2nd Floor Page:13 of 13 UFP New York,LLC Member: 3- 1-3/4x11-7/8 LP-LVL 290OFb-2.OE Date:03/09/2015 08:27:31 *Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. -Transfer reactions may differ from design results as allowed per building codes and standard load distribution practices. -This report is based on modeled conditions input by the user. Actual field conditions may differ from those shown. These results should be reviewed by a qualified design professional. UFP Belchertown,LLC Job ID: 141212368 Status: Design Passed UFP New Windsor,LLC Village Hill:Lot 27A UFP Berlin,LLC Label: 67-3 UFP Parker,LLC Member Type: Beam I Level:2nd Floor Page:12 of 13 UFP New York,LLC Member: 3- 1-3/4x11-7/8 LP-LVL 29OOFb-2.OE Date:03/09/201508:27:31 1 2 11'11" 1/2" 10,101, - 4 3/8 23'4 7/8" Graphical Illustration- Not To Scale j,oading Quick Design Summary: Quick Defigctign $UmmaW Roof Live Load 4f6 Building Code-IBC 2009 Live Load Deflection 0-02@ 18-11-08 L1360 Roof Dead Load-10 Design Methodology-ASD Total Load Deflection 0-04@ 18-11-08 U240 Floor Live Load-40 Critical Moment(Pos) Passed-55 Floor Dead Load-15 Critical Shear Passed-43 Unbraced Length(Top/Bottom)-0-00/6-10-08 Reagtions: Maximum Analysis Reactions Support End Dead Floor Live Snow 1 0-00 0-00 979.00 lb 250.00/-32.00 lb 1057.00lb 2 11-11-00 12-02-08 4842.00 lb 724.00 lb - 6008.00 lb 3 23-00-08 23-04-14 2810.00 lb 280.00/-40.00 lb - 4254.00 lb Maximum Load Magnitudes IXR� ors i pead Floor Live Roof Live Snow Self Weight 0-00 23-04-14 18.00 lb/ft - Uniform 0-00 23-04-14 11.00 lb/ft 29.00 lb/ft - - Uniform 0-00 12-00-12 7.00 lb/ft 18.00 lb/ft - Uniform 12-00-12 23-04-14 9.00 lb/ft 24.00 lb/ft Uniform 18-11-08 23-00-08 375.00 lb/ft - 725.00 Ib/ft Point 6-07-12 6-07-12 3066.00 lb - - 4098.00 lb Point 6-07-12 6-07-12 41.00 lb - - 61.00 Ib Point 19-02-04 19-02-04 3066.00 lb - - 4099.00 lb Point 19-02-04 19-02-04 67.00lb - - 101.00 lb C9nngg#4r Information: Nailing Requirements Support Manufacturer Model T52p Face Member Min Seat Length Other Information 1 THD610 N/A Connector has not been designed. No information is available. Exl2anded Dgiisigri gji6lj`s:, Design Control Result WE Load Combination Critical Moment(Pos) 19001.31 lb ft @ 19-02-04 34331.85 lb ft Passed-55% 1.15 D+S Critical Shear 5846.52 lb @ 22-00-10 13622.11 lb Passed-43% 1.15 D+S Live Load Deflection 0-02 @ 16-11-08 0360 Passed-U998 - S Total Load Deflection 0-04 @ 18-11-08 U240 Passed-U590 D+S Design Notes: " Member design assumed proper ply to ply connection. Verify connection between plies with manufacturer. Err2E�,, Vgrl3ingg $L otes: "The dead loads used in the design of this member were applied to the structure as sloped dead loads. "The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. -Transfer reactions may differ from design results as allowed per building codes and standard load distribution practices. -This report is based on modeled conditions input by the user. Actual field conditions may differ from those shown. These results should be reviewed by a qualified design professional. UFP Belchertown,LLC Job ID: 14121236B Status: Design Passed .UFP New Windsor,LLC Village Hill:Lot 27A UFP Berlin,LLC Label: B10-2 UFP Parker,LLC Member Type: Beam I Level:2nd Floor Page:11 of 13 UFP New York,LLC Member: 2- 1-3/4x11-7/8 LP-LVL 290OFb-2.OE Date:03/09/201508:27:31 -T 1 2 4 12 12'9" Graphical Illustration- Not To Scale igk Design ummaru,; WjQk Qg ctlotl 5UlMMpW Roof Live Load• Building Code-IBC 2009 Live Load Deflection 0-05 @ 6-04-01 U360 Roof Dead Load-10 Design Methodology-ASD Total Load Deflection 0-08 @ 6-03-15 U240 Floor Live Load-40 Critical Moment(Pos) Passed-79 Floor Dead Load-15 Critical Shear Passed-62 Unbraced Length(Top/Bottom)-1-01-08/12-00-00 Reactions: Maximum Analysis Reactions Support , 1 End Dead Floor Live Roof Live Snow 1 0-00 4-08 2296.00 Ito 3908.00 lb - 1522.00 Ito r 2 12-04-08 12-09-00 1988.00 lb 3609.00 Ito - 1121.00 lb ■ o es: Maximum Load Magnitudes Type Start End Dead Floor Live Roof Live Snow Self Weight 0-00 12-09-OD 12.00 lb/ft - - Point 6-00 6-00 529.00 lb 886.00 lb - 398.00 lb Point 1-10-00 1-10-00 529.00 Ito 886.00 lb - 398.00 lb Point 3-02-00 3-02-00 521.001b 864.00 to 398.00 to Point 4-06-00 4-06-00 363.00 Ito 693.00 lb 207.00 Ito Point 5-10-00 5-10-00 365.00 lb 698.00 Ito 207.00 lb Point 7-02-00 7-02-00 365.00 lb 698.00 lb 207.00 lb Point 8-06-00 8-06-00 365.00 lb 69&00 to 207.00 lb Point 9-10-00 9-10-00 365.00 Ito 698.00 lb - 207.00 Ito Point 11-02-00 11-02-OD 365.00 Ito 698.00 lb - 207.00 Ito Point 12-06-00 12-06-00 365.00 lb 698.00 Ito - 207.00 lb Expanded Design Rgsuits: Desian Control Result LDF Load Combination Critical Moment(Pos) 15716.91 lb ft @ 5-10-00 19833.58 Ito ft Passed-79% 1.00 D+L Critical Shear 4923.85 Ito @ 1-04-06 7896.87 lb Passed-62% 1.00 D+L Live Load Deflection 0-05 @ 6-04-01 U360 Passed-U434 - L Total Load Deflection 0-08 @ 6-03-15 U240 Passed-1-1277 - D+L Design Notes: Member design assumed proper ply to ply connection. Verify connection between plies with manufacturer. •The dead loads used in the design of this member were applied to the structure as sloped dead loads.. •The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. •Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. -Transfer reactions may differ from design results as allowed per building codes and standard load distribution practices. -This report is based on modeled conditions input by the user. Actual field conditions may differ from those shown. These results should be reviewed by a qualified design professional. UFP Belchertown,LLC Job ID: 14121236B Status: Design Passed UFP New Windsor,LLC Village Hill:Lot 27A UFP Berlin,LLC Label: 136-3 UFP Parker,LLC Member Type: Beam I Level: 1 st Floor Page:10 of 13 UFP New York,LLC Member: 3- 1-3/4x11-7/8 LP-LVL 290OFb-2.OE Date:03/09/201508:27:31 Point 5-01-10 5-01-10 23.00 lb 33.00 lb 16.00Ib Point 6-01-12 6-01-12 885.00 lb 203.00 lb 1391.00 lb Point 6-04-00 6-04-00 335.00 lb 815.00 lb 15,00 lb Point 6-05-10 6-05-10 8.00 lb 13.00 lb - 5.00Ib Point 7-00-10 7-00-10 4842.00 lb 724.00 lb - 6008.00 lb Point 7-08-00 7-08-00 308.00 lb 771.00 lb - - Point 9-00-00 9-00-00 354.00 lb 895.00 lb Point 10-04-00 10-04-00 354.00 lb 894.00 lb - - Point 11-08-00 11-08-00 354.00 lb 893.00 lb - - Point 13-00-00 13-00-00 353.00 lb 892.00 lb Point 14-04-00 14-04-00 353.00 lb 892.00 lb Point 15-08-00 15-08-00 353.00 lb 891.00 lb Point 17-00-00 17-00-00 353.00Ib 890.00 lb Point 18-04-00 18-04-00 352.00 lb 889.00 lb Point 18-05-10 18-05-10 13.00 lb 36.00 lb Point 19-03-00 19-03-00 1376.00 lb 3449,00 lb - - Point 19-08-00 19-08-00 289.00 lb 771.00 lb Point 21-00-00 21-00-00 289.00 lb 771.00 lb - - Point 22-04-00 22-04-00 289.00 lb 771.00 lb - - Point 23-08-00 23-08-00 304.00 lb 809.00 lb - - Point 25-00-00 25-00-00 111.00Ib 297.00 lb - - Point 25-03-00 25-03-00 120.00 lb 320.00 lb - - Point 26-04-00 26-04-00 275.00 lb 733.00 lb - - Point 27-08-00 27-08-00 289.00 lb 771.00 lb - - Point 29-00-00 29-00-00 264.00 lb 628.00 lb - - Exnandetl Deslan.,ResL!tst Desian Control Result LDF Load Combination Critical Moment(Pos) 12370.72 lb it @ 7-09-00 27677.71 lb it Passed-45% 1.00 D+L Critical Shear 6619.45 lb @ 6-05-10 11845.31 lb Passed-56% 1.00 D+L Live Load Deflection 0-01 @ 4-00-01 U360 Passed-U992 - 0.75(L+S) Total Load Deflection 0-02 @ 3-11-12 U240 Passed-U583 - D+0.75(L+S) Design Notes: * Member design assumed proper ply to ply connection. Verify connection between plies with manufacturer. Errors.'&jbingi Not •The dead loads used in the design of this member were applied to the structure as sloped dead loads. •The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. •Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. -Transfer reactions may differ from design results as allowed per building codes and standard load distribution practices. -This report is based on modeled conditions input by the user. Actual field conditions may differ from those shown. These results should be reviewed by a qualified design professional. UFP Belchertown,LLC Job ID: 14121236B Status: Design Passed .UFP New Windsor,LLC Village Hill:Lot 27A UFP Berlin,LLC Label: 136-3 UFP Parker,LLC Member Type: Beam I Level: 1 st Floor Page:9 of 13 UFP New York,LLC Member: 3- 1-3/4x11-7/8 LP-LVL 290OFb-2.OE Date:03/09/201508:27:31 1 2 3 4 5 1/2" 7'0" Graphical Illustration- Not To Scale Loildin Quick Design SuMO)aLY, OUlck Deflectjon aummgM Roof Live Load- Building Cade-IBC 2009 Live Load Deflection 0-01 @ 4-00-01 U360 Roof Dead Load-10 Design Methodology-ASD Total Load Deflection 0-02 @ 3-11-12 U240 Floor Live Load-40 Critical Moment(Pos) Passed-45 Floor Dead Load-15 Critical Shear Passed-56 Unbraced Length(Top/Bottom)-1-01-08/28-07-12 Bgactic�ns: � a Maximum Analysis Reactions Support End Dead Floor Live Roof Live Snow 1 0-00 5-08 2492.00 lb 3741.00/-370.00 lb - 1586.00 lb 2 7-05-08 8-00-08 10228.00 lb 9882.00 lb 7396.00 lb 3 14-05-06 14-10-10 3400.00 lb 10125.00 lb - 4 21-04-06 21-09-10 3372.00 lb 8350.00 lb - - 5 28-07-06 29-00-10 656.00 lb 2210.00/-570.00 lb 83.00 lb For Maximum Load Magnitudes Type ,art End Dead Floor Live Roof Live Snow Self Weight 0-00 29-01-04 18.00 lb/ft - - - Uniform 1-01-04 2-02-12 452.53 lb/ft 516.85 lb/ft 253.51 lb/ft Uniform 2-05-04 3-06-12 496.00 lb/it 579.00 lb/ft - 284.00 lb/ft Uniform 3-09-04 4-10-12 91.00 lb/ft - - Uniform 3-10-00 4-10-12 366.00 Wit 526.00 lb/ft - 254.00 lb/ft Uniform 5-01-04 6-02-12 205.26 lb/ft 189.24 lb/ft - 66.06 lb/ft Uniform 5-01-04 6-00-08 106.00 lb/ft 149.00 lb/ft - 75.00 lb/ft Uniform 6-05-04 7-06-12 91.00 lb/it - Uniform 18-05-04 19-04-00 91.00 lb/ft - Tapered 7-09-04 8-10-12 290.99 To 312.43 lb/ft 532.08 To 591.39 lb/ft - Tapered 9-01-04 10-02-12 313.00 To 312.00 lb/it 593.00 To 590.00 lb/ft Tapered 10-05-04 11-06-12 312.00 To 310.00 Wit 589.00 To 586.00 lb/it Tapered 11-09-04 12-10-12 310.00 To 309.00 lb/ft 586.00 To 583.00 Wit Tapered 13-01-04 14-02-12 309.00 To 308.00 lb/ft 582.00 To 579.00 lb/ft - - Tapered 14-05-04 15-06-12 308.00 To 306.00 Wit 579.00 To 576.00Ib/ft Tapered 15-09-04 16-10-12 306.00 To 305.00 lb/ft 575.00 To 572.00 lb/ft - - Tapered 17-01-04 18-02-12 305.00 To 304.00 lb/ft 572.00 To 569.00 lb/ft - - Point 0-09 0-09 37.00 lb 44.00 lb - 15.00 lb Point 4-09 4-09 61.00 lb 73.00 lb - 25.00 lb Point 8-02 B-02 217.00 lb 293.00 lb - 102.00 lb Point 1-00-00 1-00-00 335.00 lb 757.00 lb - 49.00 lb Point 1-01-10 1-01-10 25.00 lb 41.00 lb - 14.00 lb Point 2-04-00 2-04-00 392.00 lb 892.00 lb - 59.00 lb Point 3-08-00 3-08-00 392.00 lb 892.00 lb - 59.00 lb Point 3-09-10 3-09-10 26.00 lb 36.00 lb - 18.00 lb Point 4-09-10 4-09-10 20.00 lb 28.00 lb - 14.00 lb Point 5-00-00 5-00-00 406.00 lb 912.00 lb - 69.00 lb -Transfer reactions may differ from design results as allowed per building codes and standard load distribution practices. -This report is based on modeled conditions input by the user. Actual field conditions may differ from those shown. These results should be reviewed by a qualified design professional. UFP Belchertown,LLC Job ID: 141212366 Status: Design Passed UP New Windsor,LLC Village Hill:Lot 27A UFP Berlin,LLC Label: J2-16" O.C. UFP Parker,LLC Member Type: FloorJoist I Level: 1 st Floor Page:8 of 13 UFP New York,LLC Member: 1 - 11-7/8" LPI 20Plus @ 16" Date:03/09/2015 08:27:31 I f 2 11'9 1/4" 1 6114" 10,101, 23'4 7/8" Graphical Illustration- Not To Scale Loadip Quick Design SuV3Marv: Quin _Deflectl4n SWllti aaw Roof Live Load- Building Code-IBC 2009 Live Load Deflection 0-01 @ 5-07-12 U480 Roof Dead Load-10 Design Methodology-ASD Total Load Deflection 0-02 @ 5-06-07 U240 Floor Live Load-40 Critical Moment(Pos) Passed-33 Floor Dead Load-15 Critical Shear Passed-35 Unbraced Length(Top/Bottom)-0-00/11-09-04 Maximum Analysis Reactions Support Start Erin Dead Floor Live Roof Live Snow 1 0-00 0-00 93.00 lb 282.00/-33.00 lb 2 11-09-04 12-02-08 392-00 lb 892.00 lb - 59.00 lb �� 3 23-00-08 23-04-14 89.00 lb 281.00/-45.00 lb - J..MU% Maximum Load Magnitudes Iypg , f Fin Dead Floor Live Roo if ive Snow Uniform 0-00 23-04-14 20.00 lb/ft 53.00 lb/ft - - Point } 12-00-12 12-00-12 103.00 lb 121.00 lb - 59.00 lb Ci�1egim Intipj11 to ion• Nailing Requirements Support Manufacturer Model T�,122 Face Member Min Seat Length Other Information 1 TH025118 N/A Connector has not been designed. No information is available. Ex an 'ed Design Results. Desian Control Result OF Load Combination Critical Moment(Pos) 1237.15 lb it @ 11-11-14 3755.02 lb it Passed-33% 1.00 D+L Critical Shear 526.38 lb @ 11-09-03 1485.00 lb Passed-35% 1.00 D+L Live Load Deflection 0-01 @ 5-07-12 U480 Passed-U999 - L Total Load Deflection 0-02 @ 5-06-07 U240 Passed-U999 D+L Design Notes: `The required bearing length for this member is the same for both with and without web stiffeners(108) E'rors,,Wa tip etas & Iotess' •The dead loads used in the design of this member were applied to the structure as sloped dead loads. •The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. •Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. • Reinforcement Accessories are required. Refer to current manufacturer's product literature for installation details- -Transfer reactions may differ from design results as allowed per building codes and standard load distribution practices. -This report is based on modeled conditions input by the user. Actual field conditions may differ from those shown. These results should be reviewed by a qualified desiqn professional. UFP Belchertown,LLC Job ID: 14121236B Status: Design Passed .UFP New Windsor,LLC Village HiII:Lot 27A UFP Berlin,LLC Label: 68-4 UFP Parker,LLC Member Type: Beam I Level: 2nd Floor Page:7 of 13 UFP New York,LLC Member: 4- 1-3/4x11-7/8 LP-LVL 290OFb-2.OE Date:03/09/2015 08:27:31 1 2 413/8" 15'10 1/2" it 12 16'6 3/8" Graphical Illustration- Not To Scale Loiadib Qu ck D011gn Summary: Q 'j<iS Deflection Stilmmam Roof Live Load- Building Code-IBC 2009 Live Load Deflection 0-07 @ 7-03-15 U360 Roof Dead Load-10 Design Methodology-ASD Total Load Deflection 0-11 @ 7-04-09 U240 Floor Live Load-40 Critical Moment(Pos) Passed-74 Floor Dead Load-15 Critical Shear Passed-52 Unbraced Length(Top/Bottom)-0-00/15-10-08 Reactions: Maximum Analysis Reaction Support Start End Dead Floor Live Roof Live Snow 1 0-00 4-06 4021.00 lb 449.00 lb - 6732.00 lb 2 16-02-14 16-06-06 1321.00 lb 433.00 lb 1777.00 lb Frces� " Maximum Load Magnitudes Tv�e ,ors End Dead Floor Live Roof Live Snow Self Weight 0-00 16-06-06 24.00 lb/ft - Uniform 0-00 16-04-10 20.00 lb/ft 53.00 loth - Uniform 0-00 4-10-06 303.00 lb/ft - 559.00 lb/ft Point 4-02-10 4-02-10 2974.00 lb - - 5452.00 lb Point 4-07-10 4-07-10 140.00 lb - - 283.00 lb Point 16-05-08 16-05-08 - 3.00 lb - - ExpaOcled Design Results: Design Control Result IE Load Combination Critical Moment(Pos) 33905.82 lb ft @ 4-02-10 45775.80 lb ft Passed-74% 1.15 D+S Critical Shear 9438.15 lb @ 1-04-04 18162.81 lb Passed-52% 1.15 D+S Live Load Deflection 0-07 @ 7-03-15 U360 Passed-L/446 - S Total Load Deflection 0-11 @ 7-04-09 U240 Passed-U273 D+S Design Notes: Member design assumed proper ply to ply connection. Verify connection between plies with manufacturer. •The dead loads used in the design of this member were applied to the structure as sloped dead loads. •The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. •Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. -Transfer reactions may differ from design results as allowed per building codes and standard load distribution practices. -This report is based on modeled conditions input by the user. Actual field conditions may differ from those shown. These results should be reviewed by a qualified desiqn professional. (C) UFP Belchertown,LLC Job ID: 14121236B Status: Design Passed .UFP New Windsor,LLC Village Hill:Lot 27A UFP Berlin,LLC Label: B10-3 o UFP Parker,LLC Member Type: Beam I Level: 1 st Floor Page:6 of 13 UFP New York,LLC Member: 3- 1-3/4x11-7/8 LP-LVL 290OFb-2.OE Date:03/09/201508:27:31 •The dead loads used in the design of this member were applied to the structure as sloped dead loads. •The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. •Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. -Transfer reactions may differ from design results as allowed per building codes and standard load distribution practices. -This report is based on modeled conditions input by the user. Actual field conditions may differ from those shown. These results should be reviewed by a qualified design professional. UFP Belchertown,LLC Job ID: 141212368 Status: Design Passed UP New Windsor,LLC Village Hill:Lot 27A UFP Berlin,LLC Label: B10-3 UFP Parker,LLC Member Type: Beam I Level: 1 st Floor Page:5 of 13 UFP New York,LLC Member: 3 - 1-3/4x11-7/8 LP-LVL 290OFb-2.OE Date:03/09/201508:27:31 1 I 1 2 '%/651/4" 4'7 7/8" 1'5 1/2 6-T Graphical Illustration- Not To Scale Loadini +` 9 k©esian Summary: Quick Dgflr ice Summary: Roof Live Load Building Code-IBC 2009 Live Load Deflection 0-00 @ 2-09-13 U360 Roof Dead Load-10 Design Methodology-ASD Total Load Deflection 0-01 @ 2-09-02 0240 Floor Live Load-40 Critical Moment(Pos) Passed-16 Floor Dead Load-15 Critical Shear Passed-25 Unbraced Length(Top/Bottom)-5-02/5-01-08 ReBCtionw, Maximum Analysis Reactions Support Start End Dead Floor Live Roof Live Snow 1 0-06 5-10 1720.00 lb 3911.00/-8.00 lb - - 2 5-01-08 6-07-00 1955.00 lb 4517.00 lb - - ++> 5-03-00 5-03-00 1955.00 lb 4103.00 lb - - ++> 5-07-00 6-01-08 - - - ++> 6-05-08 6-05-08 414.00 lb Foreeii Maximum Load Magnitudes Tvoe r Ern Dead Floor Live Roof Live Snow Self Weight 0-00 6-07-00 18.00 lb/ft - Uniform 0-00 9-12 340.00lb/ft 664.00 lb/ft - - Uniform 1-00-04 2-01-12 340.00lb/ft 664.00 lb/ft Uniform 2-04-04 3-05-12 340.00 lb/fl 664.00 lb/ft Uniform 3-08-04 4-06-12 340.00 lb/ft 664.00 lb/ft - Uniform 5-07-00 6-05-14 4.00 lb/ft - - Uniform 5-07-00 6-01-08 416.00 lb/ft 821.00 lb/ft - - Uniform 5-07-00 6-01-08 416.00 lb/ft 821.00 lb/ft Point 1-06 1-06 164.00 lb 411.00 lb - - Point 11-00 11-00 404.00 lb 1027.00 lb - - Point 2-03-00 2-03-00 404.00Ib 1027.00 lb - Point 3-07-00 3-07-00 396.00 lb 1004.00 lb - - Point 4-08-00 4-08-00 129.00 lb 290.00 lb - - Point 4-11-00 4-11-00 233.00 lb 569.00 lb - - Point 5-00-14 5-00-14 35.00 lb 69.00 lb Eitnancled ©eslan Resin#s:" Desian Control Result LDF Load Combination Critical Moment(Pos) 4872.99 lb it @ 2-05-06 29853.78 lb it Passed-16% 1.00 D+L Critical Shear 2921.72 lb @ 4-01-10 11845.31 lb Passed-25% 1.00 D+L Live Load Deflection 0-00 @ 2-09-13 U360 Passed-U999 - L Total Load Deflection 0-01 @ 2-09-02 U240 Passed-U999 - D+L Design Notes: *Member design assumed proper ply to ply connection. Verify connection between plies with manufacturer. Transfer reactions may differ from design results as allowed per building codes and standard load distribution practices. -This report is based on modeled conditions input by the user. Actual field conditions may differ from those shown. These results should be reviewed by a qualified desiqn professional. UFP Belchertown,LLC Job ID: 141212366 Status: Design Passed UFP New Windsor,LLC Village Hill:Lot 27A UFP Berlin,LLC Label: J1-16" O.C. UFP Parker,LLC Member Type: FloorJoist I Level: 1 st Floor Page:4 of 13 UFP New York,LLC Member: 1 - 11-7/8" LPI 20Plus @ 16" Date:03/09/2015 08:27:31 A 2 1 3/8" 15'10 1/2" 1/4" 7'9 1/4" 3/4 24'9 1/8" Graphical Illustration- Not To Scale Quick Deslan Summary: . Quick Defleibtlon Summary: Roof Live Load- Building Code-IBC 2009 Live Load Deflection 0-03 @ 7-08-08 U480 Roof Dead Load-10 Design Methodology-ASD Total Load Deflection 0-04 @ 7-06-12 U240 Floor Live Load-40 Critical Moment(Pos) Passed-56% Floor Dead Load-15 Critical Shear Passed-56% Unbraced Length(Top/Bottom)-0-00/15-10-08 Reactions: Maximum Analysis Reactions Support Start tr End Dead Floor Live Roof Live Snow 1 0-00 4-06 128.00 lb 380.0007.00 lb 2 16-02-14 16-08-02 534.00 lb 1043.00 lb 3 24-05-06 24-09-02 182.00 lb 333.00/-144.00 lb - - Foram Maximum Load Magnitudes IXRB �tg[I 1-nd 1 Floor Live Roof Live lr 4YY Uniform 0-00 24-09-02 20.00 Wit 53.00 Wit Point 20-07-02 20-07-02 146.00 lb 266.00 lb - - Point 20-07-02 20-07-02 200.00 lb - - Ex}�a d Design Results: Desian Control Result LQE Load Combination Critical Moment(Pos) 2102.58 lb it @ 16-05-08 3755.02 lb it Passed-56% 1.00 D+L Critical Shear 837.99 lb @ 16-08-03 1485.00 lb Passed-56% 1.00 D+L Live Load Deflection 0-03 @ 7-08-08 U480 Passed-U999 - L Total Load Deflection 0-04 @ 7-06-12 U240 Passed-L788 - D+L Erjb6l WWfbjngs&Notes: 'The dead loads used in the design of this member were applied to the structure as sloped dead loads. "The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. *Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. -Transfer reactions may differ from design results as allowed per building codes and standard load distribution practices. -This report is based on modeled conditions input by the user. Actual field conditions may differ from those shown. These results should be reviewed by a qualified design professional. UFP Belchertown,LLC Job ID: 141212366 Status: Design Passed UFP New Windsor,LLC Village Hill:Lot 27A UFP Berlin,LLC Label: J9-16" O.C. UFP Parker,LLC Member Type: FloorJoist I Level: 2nd Floor Page:3 of 13 UFP New York,LLC Member: 1 - 11-7/8" LPI 32PIus @ 16" Date:03/09/2015 08:27:31 2 1 4 3/8" 15'10 1/2" 1 1/2" 3'10" 413/8 20'13 3/4" Graphical Illustration- Not To Scale LRAdiril4. QUICK Qeslan Summary: Quirt QSfle,.�2i]StI11111'Ky; Roof Live Load Building Code-IBC 2009 Live Load Deflection 0-05 @ 6-10-14 U480 Roof Dead Load-10 Design Methodology-ASD Total Load Deflection 0-08 @ 6-10-08 U240 Floor Live Load-40 Critical Moment(Pos) Passed-69 Floor Dead Load-15 Critical Shear Passed-58 Unbraced Length(Top/Bottom)-0-00/11-06-00 Reaclio Maximum Analysis Reactions Support End Dead Floor Live Roof Live Snow 1 0-00 4-06 434.00 lb 450.00/-1.00 lb - 560.00 b 2 16-02-14 16-06-06 365.00 lb 698.00 lb 207.00 lb 3 20-04-06 20-08-12 - 123.00 lb - - Maximum Load Magnitudes jypg rl 12d Floor Live Roof Live Snow Uniform 0-00 20-08-12 20.00 lb/ft 53.00 lb/ft - Point 4-07-12 4-07-12 380.00 lb - 767.00 lb Exparf al"ib E1211l111ii, Design Control Result LDF Load Combination Critical Moment(Pos) 3727.76 lb It @ 4-07-12 5393.53 lb ft Passed-69% 1.15 D+0.75(L+S) Critical Shear 982.90 lb @ 4-07 1707.75 lb Passed-58% 1.15 D+0.75(L+S) Live Load Deflection 0-05 @ 6-10-14 U480 Passed-U620 - 0.75(L+S) Total Load Deflection 0-08 @ 6-10-08 U240 Passed-U391 D+0.75(L+S) Errors.Warnlnjo t Notes• *The dead loads used in the design of this member were applied to the structure as sloped dead loads. 'The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. *Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. -Transfer reactions may differ from design results as allowed per building codes and standard load distribution practices. -This report is based on modeled conditions input by the user. Actual field conditions may differ from those shown. These results should be reviewed by a qualified design professional. UFP Belchertown,LLC Job ID: 141212368 Status: Design Passed UFP New Windsor,LLC Village Hill:Lot 27A UFP Berlin,LLC Label: 67-3 UFP Parker,LLC Member Type: Beam I Level: 1 st Floor Page:2 of 13 UFP New York,LLC Member: 3- 1-3/4x11-7/8 LP-LVL 290OFb-2.OE Date:03/09/201508:27:31 Point 16-00-00 16-00-00 375.00 lb 948.00 lb - Point 16-04-02 16-04-02 168.00 lb 226.00 lb 84.00 lb Point 16-08-12 16-08-12 558.00 lb 1184.00/-629.00 lb 53.00 lb Point 17-00-10 17-00-10 138.00 Ito 206.00/-54.00 lb 62.00 lb Point 17-04-00 17-04-00 391.00 lb 947.00 lb - 37.00 lb Point 17-05-10 17-05-10 16.00 lb 28.00 lb 11.00 lb Point 18-02-10 18-02-10 1321.00 lb 433.00 lb - 1777.00 lb Point 18-08-00 18-08-00 502.00 lb 1263.00 lb 1.00 lb Point 18-10-00 18-10-00 101.00 lb 224.00 lb - 1.00 lb Point 20-00-00 20-00-00 333.00 lb 889.00 lb - Point 21-04-00 21-04-00 333.00 lb 889.00 lb - Point 22-08-00 22-08-00 333.00 lb 889.00 lb Point 24-00-00 24-00-00 333.00 lb 889.00 lb Point 24-02-00 24-02-00 301.00 lb 681.00 lb Point 24-03-14 24-03-14 199.00 to 462.00 lb - Ei6g6 ed Qeslon Fit u�its:' Desian Control Result LF Load Combination Critical Moment(Pos) 21547.75 lb ft @ 3-03-08 29809.35 lb ft Passed-72% 1.00 D+L Critical Shear 9014.90 lb @ 1-05-06 11 845.31 lb Passed-76% 1.00 D+L Live Load Deflection 0-03 @ 4-05-14 U360 Passed-U632 - L Total Load Deflection 0-04 @ 4-05-04 U240 Passed-U418 - D+L Design Notes: " Member design assumed proper ply to ply connection. Verify connection between plies with manufacturer. Errors.firning& tjgtes- "The dead loads used in the design of this member were applied to the structure as sloped dead loads. "The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. -Transfer reactions may differ from design results as allowed per building codes and standard load distribution practices. -This report is based on modeled conditions input by the user. Actual field conditions may differ from those shown. These results should be reviewed by a qualified design professional. UFP Belchertown,LLC Job ID: 141212368 Status: Design Passed UFP New Windsor,LLC Village Hill:Lot 27A UFP Berlin,LLC Label: 137-3 UFP Parker,LLC Member Type: Beam I Level: 1 st Floor Page:1 of 13 UFP New York,LLC Member: 3- 1-3/4x11-7/8 LP-LVL 290OFb-2.OE Date:03/09/201508:27:31 1 2 3 4 1/2" 8'10 7/8" 1/4" 6'8 1/2" 1/4" 7'0" 24'5" Graphical Illustration- Not To Scale j Q QUIck Design SUMmarv,, Quick Deflection Summary: Roof Live Loa Building Code-iBC 2009 Live Load Deflection 0-03 @ 4-05-14 U360 Roof Dead Load-10 Design Methodology-ASD Total Load Deflection 0-04 @ 4-05-04 U240 Floor Live Load-40 Critical Moment(Pos) Passed-72 Floor Dead Load-15 Critical Shear Passed-76 Unbraced Length(Top/Bottom)-1-01-08/23-11-08 Reactions Maximum Analysis Reactions Support End Dead Floor Live Roof Live Snow 1 0-00 5-08 3438.00 lb 6083.00/-377.00 lb - 1156.00 lb 2 9-04-06 9-09-10 5023.00 lb 11213.00/-597.00 lb - 925.00 lb 3 16-06-02 16-11-06 6167.00 lb 12791.00/-1135.00 lb - 2692.00 lb ������ 4 23-11-06 24-04-10 1748.00 lb 4297.00/-488.00 lb - 230.00 lb Forces:. Maximum Load Magnitudes Tv�e 5j�r1 End Dead Floor Live Roof Live Snow Self Weight 0-00 24-05-00 18.00 lb/ft - - Uniform 5-08 1-02-12 91.00 lb/ft - - - Uniform 6-06 1-02-12 115.00 lb/ft 320.00 lb/ft - - Uniform 1-05-04 2-06-12 91.00 lb/ft - - - Uniform 1-05-04 1-10-06 115.00 lb/ft 320.00Ib/ft - Uniform 1-06-00 2-06-12 339.00 lb/ft 574.00 lb/ft - 250.00 lb/ft Uniform 2-09-04 3-04-08 91.00 lb/ft - - - Uniform 15-04-08 15-10-12 91.00 lb/ft - - - Uniform 17-05-04 18-06-12 91.00 lb/ft - - - Uniform 17-05-04 18-05-12 41.00 lb/ft 110.00 lb/ft Uniform 17-05-04 17-08-06 4.00 lb/ft 27.00 lb/ft - - Uniform 18-01-12 18-06-12 718.00 lb/ft 1794.00 lb/ft - 7.00 lb/ft Point 1-02-06 1-02-06 - - - -3.00 lb Point 1-04-00 1-04-00 497.00 lb 811.00/-27.00 lb - 1.00 lb Point 2-08-00 2-08-00 625.00 lb 1157.00 lb - 52.00 lb Point 2-09-10 2-09-10 21.00 lb 36.00 lb 16.00 lb Point 3-03-08 3-03-08 2296.00 lb 3908.00 lb 1522.00 lb Point 4-00-00 4-00-00 534.00 lb 1043.00 lb - - Point 5-04-00 5-04-00 463.00 lb 949.00 lb - - Point 6-01-04 6-01-04 363.00 lb 822.00/-648.00 lb - Point 6-08-00 6-08-00 351.00 lb 937.00 lb - - Point 8-00-00 8-00-00 365.00 lb 975.00 lb - Point 9-04-00 9-04-00 365.00 lb 975.00 lb - Point 10-08-00 10-08-00 365.00 lb 975.00 lb - Point 12-00-00 12-00-00 365.00 lb 975.00 lb - Point 13-04-00 13-04-00 365.00 lb 975.00 lb - - Point 14-08-00 14-08-00 365.00 lb 975.00 lb - Point 15-05-08 15-05-08 1988.00 lb 3609.00 lb - 1121.00 lb Transfer reactions may differ from design results as allowed per building codes and standard load distribution practices. -This report is based on modeled conditions input by the user. Actual field conditions may differ from those shown. These results should be reviewed by a qualified desiqn professional. Registry ID: ��,� �� Rating Number: HERS-271 1p 590" _�' A Certified Energy Rater: Matt Turcotte 0044 Rating Date: 1/24/15 80 Musante Dr Rating Ordered For: Northampton,MA01060 Estimated Annual Energy Cost Z+ Projected Rating 5 Stars Plus Use MMBtu Cost Percent Projected Rating: Based on Plans, Field Confirmation Required Heating 23.1 $336 21% Cooling 1.7 $85 5% Uniform Energy Rating System Energy Efficient Hot Water 13.5 $191 12% 1 Star 1 Star Plus 2 Stars 2 Stars Plus 3 Stars 3 Stars Plus 4 Stars 4 Stars Plus 5 Stars 5 Stars Plus Lights/Appliances 19.6 $998 62% 500-401 400-301 300-251 250-201 200-151 150-101 100 91 90-86 85-71 1 70 or Less Photovoltaics -0.0 $-0 -0% HERS Index: 54 Service Charges $0 0% General Information Total 57.9 $1610 100% Conditioned Area: 1621 sq.ft. HouseType: Apartment,end unit Conditioned Volume: 20061 cubic ft. Foundation: More than one type This home meets or exceeds the minimum Bedrooms: 3 criteria for all of the following: Mechanical Systems Features Heating: Fuel-fired air distribution,Natural gas,97.0 AFUE. Cooling: Air conditioner,Electric,16.0 SEER. Water Heating: Instant water heater,Natural gas,0.95 EF,0.0 Gal. Duct Leakage to Outside: 17.00 CFM25. Ventilation System: Balanced:ERV,46 cfm,24.0 watts. Programmable Thermostat: Heating:Yes Cooling:Yes Building Shell Features Ceiling Flat: R-38.0 Slab: R-0.0 Edge,R-0.0 Under Sealed Attic: NA Exposed Floor: NA Vaulted Ceiling: NA Window Type: U-Value:0.300,SHGC:0.250 Above Grade Walls: R-26.0 Infiltration Rate: Htg:2.00 Clg:2.00 ACH50 Foundation Walls: R-10.1 Method: Blower door test Lights and AppNance Features TITLE Percent Interior Lighting: 80.00 Range/Oven Fuel: Electric Company Percent Garage Lighting: 80.00 Clothes Dryer Fuel: Electric Address Refrigerator(kWh/yr): 0.00 Clothes Dryer EF: 3.01 City,State,Zip Dishwasher Energy Factor: 0.00 Ceiling Fan(cfm/Watt): 0.00 Phone# The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Fax# REM/Rate-Residential Energy Analysis and Rating Software v14.5.1 This information does not constitute any warranty of energy cost or savings. ©1985-2014 Architectural Energy Corporation,Boulder,Colorado. City of Northampton Mail-RE: permit info A-27a https://mail.google.com/mail/u/0/?ui=2&ik=39211 afc3d&view=pt&q... Charles Miller <cmiller @northamptonma.gov> RE: permit info A-27a 1 message Don Clarke <DClarke @pecoy.com> Mon, Feb 23, 2015 at 1:07 PM To: Charles Miller <cmiller @northamptonma.gov> Ok,Thanks, Yes,they will be one the same schedule although the first floor is a spec so for the time being we may not do all the final finishes. The units have address numbers so we will be using those for ID purposes. First floor is#80 and second floor is#82. From: Charles Miller [mailto:cmiller @northamptonma.gov] Sent: Monday, February 23, 2015 1:01 PM To: Don Clarke Subject: Re: permit info A-27a Hi Don, Typically we issue one permit and we'll likely issue two cards one for unit"A" and one for unit "B" otherwise it's gets confusing. I'm assuming the units will be roughly on the same schedules. Chuck Miller On Mon, Feb 23, 2015 at 12:38 PM, Don Clarke <DClarke @pecoy.com> wrote: Hi Chuck, I am putting the permit application together and I have a questions. Will the build be under one permit? Thanks, Don Clarke, Senior Project Manager The Pecoy Companies 1 of 2 2/27/2015 10:56 AM MUNICIPAL SEWER/AVAILABILITY APPLICATION Northampton Streets Department 125 Locust Street Northampton, MA 01060 587-1570 A Department of Public Works Trench Permit and Sewer Entry Permit shall be required prior to any construction or connection activity associated with this application. Location: 82 A 27 A Musante Drive Inquiry Made By: Kent Pecoy&Sons/ Don Clarke 413-781-7008 Date of Inquiry: 12/19/14 Reason for Request: Hook into City Sewer Service Municipal Sewer Main in Front of Location: Yes No Municipal Storm Drain Available: 5 '/2 deep Yes No Size of Sewer Main: Material: Age: Depth of Sewer Main: Length of Sewer Main: Size of Service Connection: Type of Service Connection: Tie-in to Sanitary Main Tie-in to Sanitary Stub Comments: Citv Requires 6" cleanout installed at City Property Line Note: If this availability is for new construction this form must be hand delivered to Building Inspector. A corresponding"sewer entrance fee"shall be paid priorto making any connection to the municipal sewer system.Arrangements of such installation shall be made with the Northampton Streets Departmentwith a minimum of 5 working days notification. All work shall conform to Northampton Streets Department specifications. -0 '7 John Hall Sewer Department cc: Ned Huntley, Director DPW Louis Hasbrouck, Building Commissioner MUNICIPAL SEWER/AVAILABILITY APPLICATION Northampton Streets Department 125 Locust Street Northampton, MA 01060, 587-1570 A Department of Public Works Trench Permit and Sewer Entry Permit shall be required prior to any construction or connection activity associated with this application. Location: 80 (A 27 A) Musante Drive Inquiry Made By: Kent Pecoy&Sons/ Don Clarke 413-781-7008 Date of Inquiry: 12/19114 Reason for Request: Hook into City Sewer Service Municipal Sewer Main in Front of Location: Yes No Municipal Storm Drain Available: 5 '/z deep Yes No Size of Sewer Main: Material: Age: Depth of Sewer Main: Length of Sewer Main: Size of Service Connection: Type of Service Connection: Tie-in to Sanitary Main Tie-in to Sanitary Stub Comments: `'R\ V AT y Citv Requires 6" cleanout installed at City Property Line Note: If this availability is for new construction this form must be hand delivered to Building Inspector. A corresponding"sewer entrance fee"shall be paid prior to making any connection to the municipal sewer system.Arrangements of such installation shall be made with the Northampton Streets Department with a minimum of 5 working days notification. All work shall conform to Northampton Streets Department specifications. John Hall Sewer Department cc: Ned Huntley, Director DPW Louis Hasbrouck, Building Commissioner MUNICIPAL WATER AVAILABILITY APPLICATION Northampton Water Department 237 Prospect St. Northampton, MA 01060 587-1097 A Department of Public Works Trench Permit shall be required prior to any construction or connection activity associated with this application. Location: 82 Musante Drive (A 27 A) Inquiry Made By: Kent Pecoy& Sons Don Clarke 413-781-7008 Date of Inquiry: 12/19/14 Number of Type of Single Family x Type of Private Units: 1 Units : Ownership:( ) Apart. Comm. p: Condo X Multi-family Rental (Annlicant to till out the above) - Municipal Water Main in Existing service to Front of Location? Yes: No: site? Yes: No Size of Water Main: 6" Material: Ductile Iron Age: 2015 Approximate Static Street Flow Test Conducted: Yes: No: X Pressure: 75psi If done attach results Size of Service Connection 1" Suggested Meter Size: 5/8" Comments: Service to be tapped off 6" main to be installed in easement at rear of property.Master deed For condominiums must have language regarding common ownership of 6"main and services.Passing Bacteria and pressure test required for 6"main. • A corresponding water entrance fee shall be paid prior to making any connection to the municipal water system. • Arrangements of such installation shall be made with the Northampton Water Department with a minimum of 5 working days notification. • all conform to Northampton Water Department specifications. Gr ory .Nuttelman, Superintendent of Water Dept. X Meter$ 100 Radio $ 100 �c1 cc: Ned Huntley,Director Note: If this availability is for a new construction,it must be hand delivered to the Building Inspector. MUNICIPAL WATER AVAILABILITY APPLICATION Northampton Water Department 237 Prospect St. Northampton,MA 01060 587-1097 A Department of Public Works Trench Permit shall be required prior to any construction or connection activity associated with this application. Location: 80 Musante Drive (A 27 A) Inquiry Made By: Kent Pecoy& Sons Don Clarke 413-781-7008 Date of Inquiry: 12/19/14 Number of Type of Single Family x Type of Private Units: 1 Units : Apart. Comm. Ownership: Condo X Multi-family Rental (Annlicant to fill nut the above) Municipal Water Main in Existing service to Front of Location? Yes: No: site? Yes: No Size of Water Main: 6" Material: Ductile Iron Age: 2015 Approximate Static Street Flow Test Conducted: Yes: No: X Pressure: 75psi If done attach results Size of Service Connection Suggested Meter Size: 5/8" Comments: Service to be tapped off 6" main to be installed in easement at rear of property.Master deed For condominiums must have language regarding common ownership of 6"main and services.Passing Bacteria and pressure test required for 6" main. • A corresponding water entrance fee shall be paid prior to making any connection to the municipal water system. • Arrangements of such installation shall be made with the Northampton Water Department with a minimum o working days notification. • 11 wo all conform to Northampton Water Department specifications. eg .Nuttelman, Superintendent of Water Dept. i Water Entry$ 200 Meter$ 100 Radio$ 100 cc: Ned Huntley, Director Note: If this availability is for a new construction, it must be hand delivered to the Building Inspector. DEP-4an4ENT OF BUILDDtG INSPECTIONS 212 Main Street e -Nimicipal Badina ,�a ;INSPECTOR Nordiamptcm,M4 01060 LOCATION ` �� � SAC UAR E FOOTAGE AMOUNT BASEMENT'@ -'20 5-T 1s'wFLOOR g.50 2ND FLR @ 30- f. C z,FLOORS, FINISH AMC,GARAGE @ 20 DECK/PORCHES @ --20 TOTAL.. ��� SECTION 8•CONSTRUCTION SERVICES 8.1 Licensed Construction�Supervisor: ,) ` Not Applicable ❑ Name of License Holder: K f/`l f <<` 7 (. -� d S v License Number 444 Address Expiration Date Signaidre Telephone 9.Reaistered Home Improvement Contractor: Not Applicable ❑ Company Name Registration Number ? - 3/ - ice' Address Expiration Date Telephone�/Y SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152,§25C(8)) 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....... 011- 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 buildine 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 permit. 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 E] Or Doors 1:1 Accessory Bldg. ❑ Demolition ❑ New Signs [O] Decks [Q Siding[O] Other(p] Brief Description of Proposed Work:L ,.v " QU�� ! 1/� �,2 i) £ 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 house and or addition to existing housing, complete the following a. Use of building : One Family. Two Family r'� Other b. Number of rooms in each family unit: Number of Bathrooms E.4 c. Is there a garage attached? `fit S d. Proposed Square footage of new construction. YC C 7.'YZ Dimensions 1 + e. Number of stories? t;- f. Method of heating? 6­1'9 /!01 i4 i�' Fireplaces or Woodstoves £S Number of each g. Energy Conservation Compliance. Yes Masscheck Energy Compliance form attached? h. Type of construction e J / 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 17 r 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 V as Owner of the subject property hereby authorize .R L L i1 to act on my behalf, in all matt relative to work authorized by this building permit application. Signature of Owrier 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. Signet) under the pairs and penalties of perjury. Print Name ✓, 2 - s- Is- 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 I Setbacks Front - Side L: R: L: R: _ Rear _ Building Height Bldg. Square Footage % Open Space Footage (Lot area minus bldg&paved parking) #of Parking Spaces Fill: volume&Location) A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO W DON'T KNOW 0 YES 0 IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DONT KNOW 0 YES 0 IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO DONT KNOW 0 YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained 0 Obtained ® , Date Issued: C. Do any signs exist on the property? YES 0 NO 0 IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES ® NO IF YES, describe size, type and location: E. Will the construction activity disturb(clearing,grading,excavation, or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES 0 NO 0 IF YES,then a Northampton Storm Water Management Permit from the DPW is required. . 6 Department use only Northampton Status of Permit: _ Department Curb Cut/Driveway Permit ain Street Sewer/Septic Availability; ij om 100 Water/Well Availabilton, MA 01060 Two Sets of Structural Plans Electri, 40 Fax 413-587-1272 Plot/Site 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: i This section to be completed by office LC7 '� 7 c� y _ Map Lot Unit s 0 Y ?4k ff r✓I0SA Al7a~ D 2/✓e Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: 7 �y N/ A> n J `� '� 0'/'S lRc '(` l/<s��� �/S �i�/bc,tX..% '� ���f-� T �tJ ��i�'Crlf�/Z) Name(Print) Current Mailing Address: Telephone Signature 2.2 Authorized Anent: . � / ;[..fi�2 � acs ��,�Ir)u��• Sl`1ff7 t4; Sf�'c�/�t-`lr�1ELs� rt��,� Name( ' t� Current Mailing Address: Sigrrature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by rmit applicant 1. Building (a)Building Permit Fee 2. Electrical (b)Estimated Total Cost of jj,c r Construction from 6 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) 5. Fire Protection 6. Total=(1 +2+3+4+5) 5 7 J, „a©o Check Number This Section For Official Use Only Building Permit Number: Date Issued. Signature: Building Commissioner/Inspector of Buildings Date File#BP-2015-0825 ��/b 11 1�ew APPLICANT/CONTACT PERSON KENT PECOY& SONS CONSTRUCTION INC V ADDRESS/PHONE 215 BALDWIN ST WEST SPRINGFIELD01089(413)781-7008 PROPERTY LOCATION 80-82 MUSANTE DR MAP 31C PARCEL 035 ZONE PV THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out 17, Iro - � Fee Paid Typeof Construction: CONSTRUCT TWO FAMILY HOUSE W/PORCH/ATT GARAGE New Construction Non Structural interior renovations Addition to Existing Accesso1y Structure - Buildiny,Plans Included: Owner/Statement or License 052589 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION PRESENTED: proved 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 D of ' n lay Signature o uil mg Official 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. 80-82 MUSANTE DR BP-2015-0825 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 31C-035 CITY OF NORTHAMPTON Lot: - PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category:NEW TWO FAMILY BUILDING PERMIT Permit# BP-2015-0825 Project# JS-2015-001593 Est.Cost: $572000.00 Fee: $1901.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: KENT PECOY & SONS CONSTRUCTION INC 052589 Lot Size(sa. ft.): 21820.68 Owner: KENT PECOY&SONS CONSTRUCTION INC zoning: PV Applicant.• KENT PECOY & SONS CONSTRUCTION INC AT. 80 - 82 MUSANTE DR Applicant Address: Phone: Insurance: 215 BALDWIN ST (413) 781-7008 WC WEST SPRINGFIELDMA01089 ISSUED ON:311612015 0:00:00 TO PERFORM THE FOLLOWING WORK.CONSTRUCT TWO FAMILY HOUSE W/PORCH/ATT GARAGE 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: FeeTvpe: Date Paid: Amount: Building 3/16/2015 0:00:00 $1901.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner FIRST FLOOR p 1490 38072 12827 618 686 Other equip loads 0 0 Equip. @ 0.92 RSM 11801 Latent cooling 644 TOTALS I 1490 I 38072 I 12445 I 618 I 686 Calculations approved by ACCA to meet all requirements of Manual J 7th Ed. + wri htsoft 2015-Jun-1518:38:15 Rig RSU17313 Page ...ocuments\Wrightsoft HVAC\Template\RICHIE'S PECOY Template.rut Calc=MJ7 Front Door faces: Load Short Job: -P++ wrightsoft ort orm Date: FIRST FLOOR By: RICHIE RICHIE'S AIR CONDITIONING & HEATING 81 Industrial Lane,Agawam,Ma Project • • For: 0M&"%b LOT 27 A VILLAGE HILL, NORTHAMPTON, MA M - • 'Information Htg Clg Infiltration Outside db (°F) 0 87 Method Simplified Inside db(°F) 70 75 Construction quality Best Design TD(°F) 70 12 Fireplaces 0 Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/lb) 28 24 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) DINNING ROOM 169 5389 2704 87 145 KITCHEN 13 156 3143 955 51 51 FAMILY ROOM 360 10665 5519 173 295 LAUNDRY/MUD 117 2495 969 40 52 BATH 1 72 1090 85 18 5 BED 3 216 4819 749 78 40 BED 2 204 5482 969 89 52 BED 1 196 4989 876 81 47 Calculations approved by ACCA to meet all requirements of Manual J 7th Ed. � wri htsoft 2015-Jun-1518:38:15 + 9 Right-Suite®U niversal 2012 12.0.11 RSU17313 Page 2 ' _ ...ocuments\Wdghts°ft HVAC\Template\RICHIE'S PECOY Template-rut Calc=MJ7 Front Door faces: Load Short Form Job: -�+ wrightsoft Date: Entire House By: RICHIE RICHIE'S AIR CONDITIONING & HEATING 81 Industrial Lane,Agawam,Ma Project ! • For: LOT 27 A VILLAGE HILL, NORTHAMPTON, MA Htg Clg Infiltration Outside db (°F) 0 87 Method Simplified Ins ide db('F) 70 75 Construction quality Best Design TD(°F) 70 12 Fireplaces 0 Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/lb) 28 24 HEATING EQUIPMENT COOLING EQUIPMENT Make Make Trade Trade Model Cond AHRI ref Coil AHRI ref Efficiency 80 AFUE Efficiency 0 SEER Heating input 0 MBtuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 1432 cfm _ Actual air flow 1432 cfm Air flow factor 0.016 cfm/Btuh Air flow factor 0.053 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.95 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) FIRST FLOOR p 1490 38072 12827 618 686 SECOND FLOOR p 1968 50198 15391 814 823 Entire House d 3458 88270 26777 1432 1432 Other equip loads 0 0 Equip. @ 0.92 RSM 24635 Latent cooling 1489 TOTALS I 3458 I 88270 I 26124 I 1432 I 1432 Calculations approved by ACCA to meet all requirements of Manual J 7th Ed. Wrl htSOlFt' 2015-Jun-1518:38:15 g Right-Suite®U niversal 2012 12.0.11 RSU17313 Page 1 w ...ocuments\Wrightsoft HVAC\Template\RICHIE'S PECOY Template.rut Calc=MJ7 Front Door faces: �y.a7_ mVS�Nr� t ago FL D�> SECOND FLOOR p 1968 50198 15391 814 823 Other equip loads 0 0 Equip.@ 0.92 RSM 14160 Latent cooling 845 TOTALS I 1968 I 50198 I 15005 t 814 1 823 Calculations approved by ACCA to meet all requirements of Manual J 7th Ed. t'1 h#soft 2015-Jun-1518:38:15 W 9 Right-Suite®Universal 2012 12.0.11 RSU17313 Page 5 ...ocuments\Wrightsoft HVAC\Template\RICHIE'S PECOY Template.rut Calc=MJ7 Front Door faces: Load Short F Job: wrightsoft Form Date: SECOND FLOOR By: RICHIE RICHIE'S AIR CONDITIONING & HEATING 81 Industrial Lane,Agawam,Ma Project For: SIMONETTE LOT 27 A VILLAGE HILL, NORTHAMPTON, MA �Pesign Information Htg Clg Infiltration Outside db (°F) 0 87 Method Simplified Inside db(°F) 70 75 Construction quality Best Design TD(°F) 70 12 Fireplaces 0 Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/lb) 28 24 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Cig AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) •.�jd'_ R MUD 144 3230 482 52 26 KITCHEN/DI NING 391 9349 1537 152 82 BATH LAUNDRY 2 204 3732 462 61 25 BED 3 2ND 156 5180 2685 84 144 BED 2 2ND 360 7180 967 116 52 BED 1 2ND 270 8535 4545 138 243 FAMILY ROOM 2ND 256 6891 3472 112 186 BATH 2ND 96 1221 62 20 3 STUDY 91 4880 1179 79 63 Calculations approved by ACCA to meet all requirements of Manual J 7th Ed. wri htsoft 2015-Jun-151838:15 - � Rig RSU17313 Page ocuments\Wrightsoft HVAC1Template\RICHIE'S PECOY Template.rut Calc=MJ7 Front Door faces: INSURANCE COVERAGE: I have a current liability insurance policy or its equivalent which meets the requirements of M.G.L.Ch.112 Yeskn/No❑ If you have checked Yes,indicate the type of coverage by checking the appropriate box below: A liability insurance policy (� Other type of indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER:1 am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws,and that my signature on this permit application waives this requirement. Check One Only Owner ❑ Agent ❑ Signature of Owner or Owner's Agent By checking this boxb, I hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and tn4j,jll sheet metal work and installations performed under the permit issued for this application will be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Prowess Inspections Date Comments Final Inspection Date Comments Type of License: BY k Master Title ❑ Master-Restricted City/Town ❑Journeyperson Signature of Licensee Permit# ❑Journeyperson-Restricted License Number: Fee$ ❑ Check at www.mass.aov/dpl Inspector Signature of Permit Approval Q E t Commonwealth of Massachusetts 5 1'� Sheet Metal Permit ections 6 i �,S Permit# 22 Estimated Job Cost: °6 C!W Permit Fee: $�az! Plans Submitted: YES NO'� Plans Reviewed: YES NO Business License Applicant License # S3 Business Information: Property Owner/Job Location Information: Name: R,11gH`eS C, Name: KW7 P EMY Z. &Z'" Street: Po Gax- 4zirl Street: AV all—A MJSfWTE DR. UPS fly. AND Firms City/Town: ©t aG' d-1 t' City/Town: µGQt 11 p►M ETC , MR, Telephone: L413, 110 i aLi4 Telephone: 14 13 181' `j nt5$ Photo I.D. required/ Copy of Photo I.D. attached: YES NO Building Type: Residential: 1-2 family/ Multi-family Condo/Townhouses Commercial: Office Retail Industrial Educational Institutional Building Cubic Footage: under 35,000 cu. ft. /e-11, over 35,000 cu. ft. Sheet metal work to be completed: New Work!' Renovation: HVAC V Metal Roofing Kitchen Exhaust System Chimney/Vents Provide brief description of work to be done: FPaRncPrZ jwo _-;o wrt- , eJOmPLA;tq fltR out Sy%T m FkA 14 V��. P M et4 RAO IcCYC EN F �� �A'�°H til OL1 ;M, FA,MN A"L gxzApo � File#SM-2015-0050 APPLICANT/CONTACT PERSON RICHIES AIR CONDITIONING&HEATING INC ADDRESS/PHONE P O BOX 407 (413)789-1244() PROPERTY LOCATION 80-82 MUSANTE DR A-27 MAP 31C PARCEL 035 ZONE PV THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid Typeof Construction: INSTALL DUCT WORK FOR 2ND FLR New Construction Non Structural interior renovations Addition to Existiniz Accessory Structure Building Plans Included: Owner/Statement or License 531 3 sets of Plans/Plot Plan THE FOL WING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFO ATION 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 Pe fr E Street Co io Permit DPW Storm Water Management Signa a of Building Of icial 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 the Office of Planning&Development for more information. 80 - 82 MUSANTE DR A-27 SM-2015-0050 COMMONWEALTH OF MASSACHUSETTS CITY OF NORTHAMPTON GIS#: 12120 Map: —31C Block:—035 SHEETMETAL PERMIT Lot: Permit: SHEETMETAL Category: SHEETMETAL Permit# SM-2015-0050 PERMISSION IS HEREBY GRANTED TO: Project# JS-2015-001593 Est.Cost: $8,000.00 Contractor. License: Expires: �2—5 Fee Charged: .00 RICHIES AIR CONDITIONING& Sheetmetal-531 03/15/2016 Balance Due:$.00 Owner: KENT PECOY&SONS CONSTRUCTION INC of Fixtures Applicant.- RICHIES AIR CONDITIONING&HEATING INC DigSafe#-----AT. 80-82 MUSANTE DR A-27 UseGroup ConstClass ISSUED ON: 23-Jun-2015 AMENDED ON: EXPIRES ON.- TO PERFORM THE FOLLOWING WORK: INSTALL DUCT WORK FOR 2ND FLR THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Signature: Fee Type: Receipt No: Date Paid: Check No: Amount: Sheetmetal REC-2015-006857 22-Jun-15 17083 $25.00 212 Main Street,Phone:(413)587-1240,Fax:(413)587-1272,Emaii:lhasbrouckgnorthamptonma.gov GeoTMS*2015 Des Lauriers Municipal Solutions,Inc. FIRST FLOOR p 1490 38072 12827 618 686 Other equip loads 0 0 Equip.Q 0.92 RSM 11801 Latent cooling 644 TOTALS 1490 38072 t 12445 I 618 686 Calculations approved by ACCA to meet all requirements of Manual J 7th Ed. wrinhtSOft ZEi15 Jun-i51838:1s 9 RIgM-SuNoAUnrversa1241212.4.11 RSLti7313 C k ...0cument8lYfht0160ft HVAC1TempIAMICH1E S PECOY TeMPIate.tul Ceic=MJ7 FnNd Dann tac ox: Pap 3 Load Short Form Job: �+ wrightsot# oats: Entire House By: MCHIE RICHIE'S AIR CONDITIONING$ HEATING 81 Industrial Lane,Agawam,Ma Project • • For: LOT 27 A VILLAGE HILL,NORTHAMPTON,MA Design s s Htg Cig Infiltration Outside db(°F) 0 87 Method Simplified Inside db(°F) 70 75 Construction quality Best Design TD(eF) 70 12 Fireplaces 0 Daily range - M Inside humidity{°.6) 30 50 Moisture difference(gr/lb) 28 24 HEATING EQUIPMENT COOLING EQUIPMENT Make Make Trade Trade Model Cond AHRI ref Coil AHRI ref Efficiency 80 AFLIE Efficiency 0 SEER Heating input 0 MBtuh Sensible cooling 0 Btuh Healing output 0 Stuh Latent cooling 0 Stuh Temperature rise 0 eF Total doling 0 Btuh Actual air flow 1432 cfm Actual air flow 1432 cfm Air flow factor 0.016 cfm/Btuh Air flow factor 0.053 cfm/Btuh Static pressure 0 In H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.95 ROOM NAME Area Htg load Cig load Htg AVF Cig AVF (ft') (Btuh) (Btuh) (cfm) (Cfrn) FIRST FLOOR p 1490 38072 12827 618 686 SECOND FLOOR p 1988 50198 15391 814 823 Entire House d 3458 66270 26777 1432 1432 Other equip loads 0 0 Equip.@ 0.92 RSM 24635 Latent cooling 1489 TOTALS 3458 88270 t 2$124 1432 { 1432 Calculations approved by ACCA to meet all requirements of Manual J 7th Ed. wreghtS*ft Right-SuNeO Urviversai 2012 12.0.11 RStt17313 2oi5.1u1-1518:38:15 Pepe 1 ...aarmanteltNtigiNSOA WAMTernpialOUKKiE'S DECOY Template-mg Cato-MR FraW Door fee": i }} �i INSURANCE COVERAGE: I have a current liability insurance policy or its equivalent which meets the requirements IiO�i�.L.Ch. 112 Yes If you have checked Yes, indicate the type of coverage by checking the appropriate box below: A liability insurance policy Other type of indemnity ❑ Bond OWNER'S INSURANCE WAIVER:1 am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws,and that my signature on this permit application waives this requirement. Check One Only Owner ❑ Agent ❑ Signature of Owner or Owner's Agent By checking this box hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Prop.ress Inspections Date Comments Final Inspection Date Comments Type of License: By [Master Title ❑ Master-Restricted City/Town ❑Joumeyperson Signature of Licensee Permit# ❑Journeyperson-Restricted License Number: P) 53 ii Fee$ ❑ Check at www.mass.gov/dpl Inspector Signature of Permit Approval Commonwealth of Massachusetts JUL - 1 2015 Sheet Metal Permit Plu ► j_< Permit# Northam n,MAUI Estimated Job Cos Permit Fee: $ Plans Submitted: YES NO Plans Reviewed: YES NO Business License# Applicant License # �. Business Information: Property Owner/Job Location Information: Name: R ,lat'GZ AC, L WAM. SK_ Name: P(UCfiy Cam' �O a7 Street: VQ �-i 61 Street: $�'�� MUD 4 R. C�"ilZ.rc PUMC) City/Town: {�M, City/Town: 90R, MAM3, MA . D - Telephone: L41 tl Z�J- to u4 Telephone: 1-113 ` jj - J M'% Photo I.D. required/ Copy of Photo I.D. attached: YES NO Building Type: Residential: 1-2 family 11 Multi-family Condo/Townhouses Commercial: Office Retail Industrial Educational Institutional Building Cubic Footage: under 35,000 cu. ft. L./ over 35,000 cu. ft. Sheet metal work to be completed: New Work: -� Renovation: HVAC V Metal Roofing Kitchen Exhaust System Chimney/Vents Provide brief description of work to be done: File# SM-2016-0001 APPLICANT/CONTACT PERSON RICHIES AIR CONDITIONING&HEATING INC ADDRESS/PHONE P O BOX 407 (413)789-1244 Q PROPERTY LOCATION 80- 82 MUSANTE DR A-27 MAP 3 1 C PARCEL 035 ZONE PV THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out 17111 211(9LO4 Fee Paid Tyueof Construction: DUCTWORK- I ST FLOOR New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 531 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFO ATION 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 0 1 Street Permit DPW Storm Water Management afore o Bull g Official 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 the Office of Planning&Development for more information. 80 - 82 MUSANTE DR A-27 SM-2016-0001 COMMONWEALTH OF MASSACHUSETTS CITY OF NORTHAMPTON GIs#: 12120 Map: 31'C Black: 035 Lot: - . , SHEETMETAL PERMIT .�..� Permit: SHEETMETAL Category: S1EETMETAL Permit# SM-2016-0001 PERMISSION IS HEREB Y GRANTED TO: Project# JS-2015-001593 Est. Cost: $8,000.00 Contractor: License: Expires: Fee Charged:$25.00 RICHIES AIR CONDITIONING& Sheetmetal-531 03/15/2016 Balance Due:$00 Owner: KENT PECOY&SONS CONSTRUCTION INC of Fixtures Applicant. RICHIES AIR CONDITIONING&HEATING INC DigSafe# AT: 80-82 MUSANTE DR A-27 UseGroup ConstClass ISSUED ON. 02-Jul-2015 AMENDED ON.- EXPIRES ON: TO PERFORM THE FOLLOWING WORK: DUCTWORK- 1 ST FLOOR THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Signature: Fee Type: Receipt No: Date Paid: Check No: Amount: Sheetmetal REC-2016-000009 01-Jul-15 17111 $25.00 212 Main Street,Phone:(413)587-1240,Fax:(413)587-1272,Email:lhasbrouck@northamptonma.gov GeoTMS®2015 Des Lauriers Municipal Solutions,Inc.