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b14-0987-REV A-boilard-bearhill estates. Calc Pack first floorDesign Passed Member Report Member Type: Beam | Level: 1st Floor Label: M4 | Design Tag: i15015 1 piece(s) of 1 3/4" x 11 7/8" 2.0E Microllam® LVL Product is Sufficient for Application and Loads Described Load Combination - (Load Group)LDF Member Cut Length:ASD 3' 11 3/4" Design Results: Member Drawing Not to ScaleBuilding Code: Result IBC 2012 Design Methodology: AllowedDesign @ Location - 1.00Moment 1.00 1.0 D + 1.0 L - (0) 0.00" @ 2' 2 1/4" Passed - L/9990.00" @ 2' 2 1/4" 8924 lb-ft 1.0 D + 1.0 L - (0) 0.18" L/240 1.0 D + 1.0 L - (0) 1.0 D + 1.0 L - (0)0.12" L/360 Shear Live Load Deflection 162 lb-ft @ 2' 2 1/4" 3948 lb Passed - L/999 Passed - 2% 128 lb @ 11 7/8" - Total Load Deflection Passed - 3% Critical Reaction 149 lb @ 0"-1.0 D + 1.0 L - (0)1969 lb (1.5")Passed - 8% Design Notes: * Bracing (Lu): All compression edges (top and bottom) must be braced at 3-11-12 o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. Supports:Maximum Loads to Supports SnowFloor LiveSourceDeadSupportStart : End Roof LiveReq'd Br'g 1 -0" : -1.5"42 lbM1-2(i14994)-107 lb 2 -3' 6 1/4" : 3' 11 3/4"1.5"71 lbF15(i16)-149 lb Loads:Maximum Loads on Member SnowFloor LiveSourceDeadTypeStart : End Roof LiveCombine Self Weight -0" : 3' 11 3/4"-6 lb/ftSelf Weight -- Point -10 1/4" : --26 lbFJI4'(i14984)-87 lb Point -2' 2 1/4" : --30 lbFJI4'(i14973)-100 lb Point -3' 6 1/4" : --18 lbFJI4'(i14846)-60 lb Point -3' 9" : --17 lbB3(i412)-9 lb Connector Information:Nailing Requirements Other InformationMemberTopFaceSupportManufacturerMin. Seat LengthModel 1 Minimum seat length reported is based on the design loadSSTHUS1.81/10 30- 10d commonNot Applicable 1.5"10- 10d common Errors, Warnings, & Notes: * If sloping roof loads are applied to this member, the roof dead load has been adjusted for slope. * 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. 1/6/2015 1:24:02 PM b14-0987-rev a-boilard-bearhill estates DS File Name: B14-0987 Page 1 of 2 Javelin® Software 5.1.1.15 Member Report Product is Sufficient for Application and Loads Described Member Type: Beam | Level: 1st Floor Design Passed Label: M4 | Design Tag: i15015 1 piece(s) of 1 3/4" x 11 7/8" 2.0E Microllam® LVL * Load Duration Factors: Dead - 0.90, Floor Live - 1.00, Roof Live - 1.25, Snow - 1.15 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current literature for installation details. (woodbywy.com) Use of this software is not intended to circumvent theneed for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatiblewith the overall project. The product application, input design loads, dimensions and support information have been provided by ____________________ of ____________________. Copyright Weyerhaeuser NR Company. All rights reserved. 1/6/2015 1:24:02 PM b14-0987-rev a-boilard-bearhill estates DS File Name: B14-0987 Page 2 of 2 Javelin® Software 5.1.1.15 Design Passed Member Report Member Type: Beam | Level: 1st Floor Label: M6-3 | Design Tag: i15012 3 piece(s) of 1 3/4" x 9 1/2" 2.0E Microllam® LVL Product is Sufficient for Application and Loads Described Load Combination - (Load Group)LDF Member Cut Length:ASD 19' 1" Design Results: Member Drawing Not to ScaleBuilding Code: Result IBC 2012 Design Methodology: AllowedDesign @ Location - 1.00Moment 1.00 1.0 D + 1.0 L - (0) 0.04" @ 3' 2 13/16" Passed - L/9990.05" @ 3' 2 5/16" 17662 lb-ft 1.0 D + 1.0 L - (0) 0.31" L/240 1.0 D + 1.0 L - (0) 1.0 D + 1.0 L - (0)0.21" L/360 Shear Live Load Deflection -4976 lb-ft @ 6' 5 1/2" 9476 lb Passed - L/999 Passed - 28% 3945 lb @ 5' 5 3/8" - Total Load Deflection Passed - 42% Critical Reaction 8259 lb @ 6' 5 1/2"-1.0 D + 1.0 L - (0)19945 lb (5.24")Passed - 41% Design Notes: * Bracing (Lu): All compression edges (top and bottom) must be braced at 19-01-00 o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. Supports:Maximum Loads to Supports SnowFloor LiveSourceDeadSupportStart : End Roof LiveReq'd Br'g 1 -0" : 4 1/2"1084 lb--2843 / -258 lb ++>-7/16" : --206 lbF5(i12)-541 / -49 lb ++>-1 13/16" : -1.5"878 lbF4(i1)-2302 / -209 lb 2 -6' 2 7/8" : 6' 8 1/8"2.17"2105 lbPBO5(i23)-6154 lb 3 -12' 4 7/8" : 12' 10 1/8"2.07"1735 lbPBO6(i24)-6158 lb 4 -18' 8 1/2" : 19' 1"1.5"767 lbF7(i13)-2657 / -258 lb Loads:Maximum Loads on Member SnowFloor LiveSourceDeadTypeStart : End Roof LiveCombine Self Weight -0" : 19' 1"-14 lb/ftSelf Weight -- Uniform -3 5/8" : 1' 5 3/8"-91 lb/ftFJIBk1(i14998)-- Uniform -10 1/2" : 18' 2 1/2"--Smoothed Load -832 lb/ft Uniform -1' 7 5/8" : 2' 9 5/16"-91 lb/ftFJIBk1(i14998)-- Uniform -2' 11 5/8" : 4' 1 3/8"-91 lb/ftFJIBk1(i14998)-- Uniform -4' 3 5/8" : 5' 5 3/8"-91 lb/ftFJIBk1(i14998)-- Uniform -6' 2 1/2" : 18' 2 1/2"-259 lb/ftSmoothed Load -- Tapered -0" : 4' 10 1/2"-261 To 267 lb/ftSmoothed Load -- Point -2 1/2" : ---FJI34'(i14848)-1021 lb Point -5' 6 1/2" : --373 lbFJI34'(i14911)-- Point -18' 10 1/2" : --250 lbFJI34'(i14975)-832 lb 1/6/2015 1:24:02 PM b14-0987-rev a-boilard-bearhill estates DS File Name: B14-0987 Page 1 of 2 Javelin® Software 5.1.1.15 Member Report Product is Sufficient for Application and Loads Described Member Type: Beam | Level: 1st Floor Design Passed Label: M6-3 | Design Tag: i15012 3 piece(s) of 1 3/4" x 9 1/2" 2.0E Microllam® LVL Errors, Warnings, & Notes: * If sloping roof loads are applied to this member, the roof dead load has been adjusted for slope. * 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. * Load Duration Factors: Dead - 0.90, Floor Live - 1.00, Roof Live - 1.25, Snow - 1.15 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current literature for installation details. (woodbywy.com) Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatiblewith the overall project. The product application, input design loads, dimensions and support information have been provided by ____________________ of ____________________. Copyright Weyerhaeuser NR Company. All rights reserved. 1/6/2015 1:24:02 PM b14-0987-rev a-boilard-bearhill estates DS File Name: B14-0987 Page 2 of 2 Javelin® Software 5.1.1.15 Design Passed Member Report Member Type: Beam | Level: 1st Floor Label: M1-2 | Design Tag: i14994 2 piece(s) of 1 3/4" x 11 7/8" 2.0E Microllam® LVL Product is Sufficient for Application and Loads Described Load Combination - (Load Group)LDF Member Cut Length:ASD 31' 10 3/4" Design Results: Member Drawing Not to ScaleBuilding Code: Result IBC 2012 Design Methodology: AllowedDesign @ Location - 1.00Moment 1.15 1.0 D + 0.75 L + 0.75 S - (0) 0.02" @ 3' 9 7/8" Passed - L/9990.03" @ 3' 9 7/8" 17848 lb-ft 1.0 D + 1.0 L - (0) 0.32" L/240 1.0 D + 0.75 L + 0.75 S - (0) 1.0 D + 0.75 L + 0.75 S - (0)0.21" L/360 Shear Live Load Deflection -3309 lb-ft @ 6' 7 3/4" 9081 lb Passed - L/999 Passed - 19% 3657 lb @ 5' 5 7/8" - Total Load Deflection Passed - 40% Critical Reaction 5976 lb @ 6' 7 3/4"-1.0 D + 0.75 L + 0.75 S - (0)10150 lb (4")Passed - 59% Design Notes: * Bracing (Lu): All compression edges (top and bottom) must be braced at 31-10-12 o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. Supports:Maximum Loads to Supports SnowFloor LiveSourceDeadSupportStart : End Roof LiveReq'd Br'g 1 255 lb0" : 4 1/4"1.5"401 lbF10(i14)-555 / -100 lb 2 1446 lb6' 5 3/4" : 6' 9 3/4"2.36"2539 lbPBO4(i21)-2963 lb 3 -228 lb12' 8" : 12' 11 1/2"1.73"1343 lbPBO3(i20)-3105 lb 4 61 lb18' 10" : 19' 1 1/2"1.5"1204 lbM5-2(i14900)-2295 lb 5 -15 lb25' 0" : 25' 3 1/2"1.5"706 lbPBO1(i18)-525 lb 6 2 lb31' 5 1/4" : 31' 10 3/4"1.5"290 lbF4(i1)-228 / -37 lb Loads:Maximum Loads on Member SnowFloor LiveSourceDeadTypeStart : End Roof LiveCombine Self Weight -0" : 31' 10 3/4"-11 lb/ftSelf Weight -- Uniform -0" : 3' 10 3/4"-16 lb/ftFC18 Floor Decking -53 lb/ft Uniform -3' 10 3/4" : 14' 3 1/4"-64 lb/ftB6(i414)-- Uniform -3' 10 3/4" : 14' 3 1/4"-11 lb/ftFC18 Floor Decking -36 lb/ft Uniform 275 lb/ft3' 10 3/4" : 4' 8 1/4"-793 lb/ftB6(i414)-1137 lb/ft Uniform -5' 1 3/8" : 6' 5 3/8"-14 lb/ftB6(i414)-13 lb/ft Uniform -5' 10 3/4" : 13' 10 -122 lb/ftB6(i414)-304 lb/ft Uniform -14' 3 1/4" : 31' 10 -16 lb/ftFC18 Floor Decking -53 lb/ft Uniform -18' 6 3/4" : 31' 5 1/4"-64 lb/ftB7(i434)-- Uniform -18' 6 3/4" : 19' 6 1/2"-1 lb/ftB7(i434)-4 lb/ft Uniform -18' 6 3/4" : 19' 4 1/4"-472 lb/ftB7(i434)-1133 lb/ft Uniform -18' 10 1/4" : 19' 9 -10 lb/ftB7(i434)-24 lb/ft Uniform -19' 1 5/8" : 20' 5 5/8"-1 lb/ftB7(i434)-2 lb/ft Uniform -19' 2 3/4" : 20' 6 3/4"-93 lb/ftB7(i434)-233 lb/ft Uniform -19' 3 7/8" : 20' 7 7/8"-1 lb/ftB7(i434)-2 lb/ft Uniform -19' 6 3/4" : 20' 10 -42 lb/ftB7(i434)-106 lb/ft Uniform -19' 7 7/8" : 20' 11 -66 lb/ftB7(i434)-56 lb/ft 1/6/2015 1:24:02 PM b14-0987-rev a-boilard-bearhill estates DS File Name: B14-0987 Page 1 of 2 Javelin® Software 5.1.1.15 Member Report Product is Sufficient for Application and Loads Described Member Type: Beam | Level: 1st Floor Design Passed Label: M1-2 | Design Tag: i14994 2 piece(s) of 1 3/4" x 11 7/8" 2.0E Microllam® LVL Uniform -19' 11 7/8" : 20' 3"-10 lb/ftB7(i434)-24 lb/ft Uniform -20' 4 3/4" : 31' 5 1/4"-4 lb/ftB7(i434)-- Point -3' 9 7/8" : --42 lbM4(i15015)-107 lb Point 1303 lb5' 2 3/4" : --1018 lbB6(i414)-530 lb Point -14' 4 1/8" : --282 lbM4(i14827)-513 lb Point -14' 5" : --468 lbB5(i415)-1047 lb Point -31' 8" : --45 lbE4(i197)-37 lb Errors, Warnings, & Notes: * If sloping roof loads are applied to this member, the roof dead load has been adjusted for slope. * 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. * Load Duration Factors: Dead - 0.90, Floor Live - 1.00, Roof Live - 1.25, Snow - 1.15 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expresslydisclaims any other warranties related to the software. Refer to current literature for installation details. (woodbywy.com) Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. The product application, input design loads, dimensions and support information have been provided by ____________________ of ____________________. Copyright Weyerhaeuser NR Company. All rights reserved. 1/6/2015 1:24:02 PM b14-0987-rev a-boilard-bearhill estates DS File Name: B14-0987 Page 2 of 2 Javelin® Software 5.1.1.15 Design Passed Member Report Member Type: Beam | Level: 1st Floor Label: M3-3 | Design Tag: i14991 3 piece(s) of 1 3/4" x 11 7/8" 2.0E Microllam® LVL Product is Sufficient for Application and Loads Described Load Combination - (Load Group)LDF Member Cut Length:ASD 11' 6 1/2" Design Results: Member Drawing Not to ScaleBuilding Code: Result IBC 2012 Design Methodology: AllowedDesign @ Location - 1.00Moment 1.00 1.0 D + 1.0 L - (0) 0.13" @ 6' 0" Passed - L/7630.17" @ 6' 0" 26772 lb-ft 1.0 D + 1.0 L - (0) 0.53" L/240 1.0 D + 1.0 L - (0) 1.0 D + 1.0 L - (0)0.35" L/360 Shear Live Load Deflection 10603 lb-ft @ 6' 0 3/16" 11845 lb Passed - L/981 Passed - 40% 3531 lb @ 10' 2 1/8" - Total Load Deflection Passed - 30% Critical Reaction 4044 lb @ 11' 3 1/2"-1.0 D + 1.0 L - (0)17719 lb (4.5")Passed - 23% Design Notes: * Bracing (Lu): All compression edges (top and bottom) must be braced at 11-06-08 o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. Supports:Maximum Loads to Supports SnowFloor LiveSourceDeadSupportStart : End Roof LiveReq'd Br'g 1 -0" : 10"1.5"909 lbF1(i3)-3141 lb 2 -11' 2" : 11' 6 1/2"1.5"899 lbF4(i1)-3144 lb Loads:Maximum Loads on Member SnowFloor LiveSourceDeadTypeStart : End Roof LiveCombine Self Weight -0" : 11' 6 1/2"-17 lb/ftSelf Weight -- Tapered -8" : 11' 4"-151 To 150 lb/ftSmoothed Load -588 To 590 lb/ft Point -11' 6 1/4" : ---FJIBk1(i14877)-1 lb Errors, Warnings, & Notes: * If sloping roof loads are applied to this member, the roof dead load has been adjusted for slope. * 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. * Load Duration Factors: Dead - 0.90, Floor Live - 1.00, Roof Live - 1.25, Snow - 1.15 1/6/2015 1:24:02 PM b14-0987-rev a-boilard-bearhill estates DS File Name: B14-0987 Page 1 of 2 Javelin® Software 5.1.1.15 Member Report Product is Sufficient for Application and Loads Described Member Type: Beam | Level: 1st Floor Design Passed Label: M3-3 | Design Tag: i14991 3 piece(s) of 1 3/4" x 11 7/8" 2.0E Microllam® LVL Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current literature for installation details. (woodbywy.com) Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. The product application, input design loads, dimensions and support information have been provided by ____________________ of____________________. Copyright Weyerhaeuser NR Company. All rights reserved. 1/6/2015 1:24:02 PM b14-0987-rev a-boilard-bearhill estates DS File Name: B14-0987 Page 2 of 2 Javelin® Software 5.1.1.15 Design Passed Member Report Member Type: Beam | Level: 1st Floor Label: M7-2 | Design Tag: i14910 2 piece(s) of 1 3/4" x 9 1/2" 2.0E Microllam® LVL Product is Sufficient for Application and Loads Described Load Combination - (Load Group)LDF Member Cut Length:ASD 15' 6 1/2" Design Results: Member Drawing Not to ScaleBuilding Code: Result IBC 2012 Design Methodology: AllowedDesign @ Location - 1.00Moment 1.00 1.0 D + 1.0 L - (1) 0.10" @ 11' 9 3/16" Passed - L/7720.12" @ 11' 9 15/16" 11775 lb-ft 1.0 D + 1.0 L - (1) 0.38" L/240 1.0 D + 1.0 L - (1) 1.0 D + 1.0 L - (1)0.25" L/360 Shear Live Load Deflection -6650 lb-ft @ 7' 9 1/4" 6318 lb Passed - L/938 Passed - 56% 4001 lb @ 6' 9 1/8" - Total Load Deflection Passed - 63% Critical Reaction 9020 lb @ 7' 9 1/4"-1.0 D + 1.0 L - (1)13322 lb (5.25")Passed - 68% Design Notes: * Bracing (Lu): All compression edges (top and bottom) must be braced at 15-06-08 o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. Supports:Maximum Loads to Supports SnowFloor LiveSourceDeadSupportStart : End Roof LiveReq'd Br'g 1 -0" : 10"1.5"657 lbF1(i3)-2647 / -381 lb 2 -7' 6 5/8" : 7' 11 7/8"3.55"2043 lbPBO8(i12487)-6976 lb 3 -15' 2" : 15' 6 1/2"1.5"813 lbF10(i14)-2734 / -311 lb Loads:Maximum Loads on Member SnowFloor LiveSourceDeadTypeStart : End Roof LiveCombine Self Weight -0" : 15' 6 1/2"-9 lb/ftSelf Weight -- Tapered -2' 0" : 12' 8"-219 To 202 lb/ftSmoothed Load -779 To 730 lb/ft Point -1' 4" : --358 lbFJI48'(i14987)-1297 / -41 lb Point -13' 4" : --284 lbFJI36'(i14837)-1037 lb Point -14' 8" : --483 lbFJI36'(i15005)-1280 / -66 lb Errors, Warnings, & Notes: * If sloping roof loads are applied to this member, the roof dead load has been adjusted for slope. * 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. * Load Duration Factors: Dead - 0.90, Floor Live - 1.00, Roof Live - 1.25, Snow - 1.15 1/6/2015 1:24:02 PM b14-0987-rev a-boilard-bearhill estates DS File Name: B14-0987 Page 1 of 2 Javelin® Software 5.1.1.15 Member Report Product is Sufficient for Application and Loads Described Member Type: Beam | Level: 1st Floor Design Passed Label: M7-2 | Design Tag: i14910 2 piece(s) of 1 3/4" x 9 1/2" 2.0E Microllam® LVL Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current literature for installation details. (woodbywy.com) Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. The product application, input design loads, dimensions and support information have been provided by ____________________ of____________________. Copyright Weyerhaeuser NR Company. All rights reserved. 1/6/2015 1:24:02 PM b14-0987-rev a-boilard-bearhill estates DS File Name: B14-0987 Page 2 of 2 Javelin® Software 5.1.1.15 Design Passed Member Report Member Type: Beam | Level: 1st Floor Label: M5-2 | Design Tag: i14900 2 piece(s) of 1 3/4" x 9 1/2" 2.0E Microllam® LVL Product is Sufficient for Application and Loads Described Load Combination - (Load Group)LDF Member Cut Length:ASD 20' 5 3/4" Design Results: Member Drawing Not to ScaleBuilding Code: Result IBC 2012 Design Methodology: AllowedDesign @ Location - 1.00Moment 1.00 1.0 D + 1.0 L - (0) 0.27" @ 15' 7 7/16" Passed - L/3650.33" @ 15' 8 5/16" 11775 lb-ft 1.0 D + 1.0 L - (0) 0.50" L/240 1.0 D + 1.0 L - (0) 1.0 D + 1.0 L - (0)0.33" L/360 Shear Live Load Deflection -11333 lb-ft @ 10' 3 3/4" 6318 lb Passed - L/446 Passed - 96% 5060 lb @ 11' 4 3/4" - Total Load Deflection Passed - 80% Critical Reaction 7064 lb @ 20' 3 3/4"-1.0 D + 1.0 L - (0)8881 lb (3.5")Passed - 80% Design Notes: * Bracing (Lu): All compression edges (top and bottom) must be braced at 4-06-03 o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. Supports:Maximum Loads to Supports SnowFloor LiveSourceDeadSupportStart : End Roof LiveReq'd Br'g 1 -0" : 10"1.5"716 lbF1(i3)-2932 / -496 lb 2 -10' 0 1/4" : 10' 7 1/4"4.48"2640 lbPBO7(i11125)-8738 lb 3 61 lb20' 2 1/4" : 20' 5 3/4"2.78"1969 lbPBO2(i19)-5096 / -394 lb Loads:Maximum Loads on Member SnowFloor LiveSourceDeadTypeStart : End Roof LiveCombine Self Weight -0" : 20' 5 3/4"-9 lb/ftSelf Weight -- Tapered -8" : 15' 4"--Smoothed Load -687 To 704 lb/ft Tapered -8" : 11' 4"-193 To 196 lb/ftSmoothed Load -- Tapered -11' 4" : 15' 4"-213 To 209 lb/ftSmoothed Load -- Point -16' 0" : --322 lbFJI32'(i14927)-1075 lb Point -17' 4" : --322 lbFJI32'(i14901)-1075 lb Point -18' 8" : --369 lbFJI32'(i14841)-1231 lb Point 61 lb20' 4" : --1204 lbM1-2(i14994)-2295 lb Errors, Warnings, & Notes: * If sloping roof loads are applied to this member, the roof dead load has been adjusted for slope. * 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. 1/6/2015 1:24:02 PM b14-0987-rev a-boilard-bearhill estates DS File Name: B14-0987 Page 1 of 2 Javelin® Software 5.1.1.15 Member Report Product is Sufficient for Application and Loads Described Member Type: Beam | Level: 1st Floor Design Passed Label: M5-2 | Design Tag: i14900 2 piece(s) of 1 3/4" x 9 1/2" 2.0E Microllam® LVL * Load Duration Factors: Dead - 0.90, Floor Live - 1.00, Roof Live - 1.25, Snow - 1.15 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current literature for installation details. (woodbywy.com) Use of this software is not intended to circumvent theneed for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatiblewith the overall project. The product application, input design loads, dimensions and support information have been provided by ____________________ of ____________________. Copyright Weyerhaeuser NR Company. All rights reserved. 1/6/2015 1:24:02 PM b14-0987-rev a-boilard-bearhill estates DS File Name: B14-0987 Page 2 of 2 Javelin® Software 5.1.1.15 Design Passed Member Report Member Type: Beam | Level: 1st Floor Label: M4 | Design Tag: i14827 1 piece(s) of 1 3/4" x 11 7/8" 2.0E Microllam® LVL Product is Sufficient for Application and Loads Described Load Combination - (Load Group)LDF Member Cut Length:ASD 3' 6 1/4" Design Results: Member Drawing Not to ScaleBuilding Code: Result IBC 2012 Design Methodology: AllowedDesign @ Location - 1.00Moment 1.00 1.0 D + 1.0 L - (0) 0.01" @ 2' 2 1/4" Passed - L/9990.01" @ 2' 2 1/4" 8924 lb-ft 1.0 D + 1.0 L - (0) 0.18" L/240 1.0 D + 1.0 L - (0) 1.0 D + 1.0 L - (0)0.12" L/360 Shear Live Load Deflection 868 lb-ft @ 2' 2 1/4" 3948 lb Passed - L/999 Passed - 10% 654 lb @ 11 7/8" - Total Load Deflection Passed - 17% Critical Reaction 1048 lb @ 3' 6 1/4"-1.0 D + 1.0 L - (0)1969 lb (1.5")Passed - 53% Design Notes: * Bracing (Lu): All compression edges (top and bottom) must be braced at 3-06-04 o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. Supports:Maximum Loads to Supports SnowFloor LiveSourceDeadSupportStart : End Roof LiveReq'd Br'g 1 -0" : -1.5"282 lbM1-2(i14994)-513 lb 2 -3' 6 1/4" : -1.5"385 lbM2(i14777)-663 lb Loads:Maximum Loads on Member SnowFloor LiveSourceDeadTypeStart : End Roof LiveCombine Self Weight -0" : 3' 6 1/4"-6 lb/ftSelf Weight -- Uniform --0" : 3' 6 1/4"-64 lb/ftB5(i415)-- Uniform -2' 11 1/8" : 3' 6 1/4"-265 lb/ftB5(i415)-495 lb/ft Point -10 1/4" : --122 lbFJI18'(i15003)-406 lb Point -2' 2 1/4" : --143 lbFJI18'(i15009)-476 lb Connector Information:Nailing Requirements Other InformationMemberTopFaceSupportManufacturerMin. Seat LengthModel 1 Minimum seat length reported is based on the design loadSSTHUS1.81/10 30- 10d commonNot Applicable 1.5"10- 10d common 2 Minimum seat length reported is based on the design loadSSTHUS1.81/10 30- 10d commonNot Applicable 1.5"10- 10d common Errors, Warnings, & Notes: * If sloping roof loads are applied to this member, the roof dead load has been adjusted for slope. * The member graphic, dimensions, and locations shown on this report are based on the centerline of the member. 1/6/2015 1:24:02 PM b14-0987-rev a-boilard-bearhill estates DS File Name: B14-0987 Page 1 of 2 Javelin® Software 5.1.1.15 Member Report Product is Sufficient for Application and Loads Described Member Type: Beam | Level: 1st Floor Design Passed Label: M4 | Design Tag: i14827 1 piece(s) of 1 3/4" x 11 7/8" 2.0E Microllam® LVL * Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. * Load Duration Factors: Dead - 0.90, Floor Live - 1.00, Roof Live - 1.25, Snow - 1.15 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current literature for installation details. (woodbywy.com) Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatiblewith the overall project. The product application, input design loads, dimensions and support information have been provided by ____________________ of____________________. Copyright Weyerhaeuser NR Company. All rights reserved. 1/6/2015 1:24:02 PM b14-0987-rev a-boilard-bearhill estates DS File Name: B14-0987 Page 2 of 2 Javelin® Software 5.1.1.15 Design Passed Member Report Member Type: Beam | Level: 1st Floor Label: M2 | Design Tag: i14777 1 piece(s) of 1 3/4" x 11 7/8" 2.0E Microllam® LVL Product is Sufficient for Application and Loads Described Load Combination - (Load Group)LDF Member Cut Length:ASD 20' 1" Design Results: Member Drawing Not to ScaleBuilding Code: Result IBC 2012 Design Methodology: AllowedDesign @ Location - 1.00Moment 1.00 1.0 D + 1.0 L - (0) 0.55" @ 9' 7 1/2" Passed - L/2860.82" @ 9' 6 3/4" 8924 lb-ft 1.0 D + 1.0 L - (0) 0.98" L/240 1.0 D + 1.0 L - (0) 1.0 D + 1.0 L - (0)0.65" L/360 Shear Live Load Deflection 5469 lb-ft @ 7' 9 3/8" 3948 lb Passed - L/430 Passed - 61% 1869 lb @ 1' 4 1/8" - Total Load Deflection Passed - 47% Critical Reaction 1982 lb @ 2 3/4"-1.0 D + 1.0 L - (0)3161 lb (4.25")Passed - 63% Design Notes: * Bracing (Lu): All compression edges (top and bottom) must be braced at 8-02-15 o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. Supports:Maximum Loads to Supports SnowFloor LiveSourceDeadSupportStart : End Roof LiveReq'd Br'g 1 -0" : 4 1/4"2.67"775 lbF16(i15)-1210 lb 2 -19' 8 3/4" : 20' 1"1.5"287 lbF4(i1)-638 lb Loads:Maximum Loads on Member SnowFloor LiveSourceDeadTypeStart : End Roof LiveCombine Self Weight -0" : 20' 1"-6 lb/ftSelf Weight -- Uniform -1 1/2" : 2' 6 3/4"-8 lb/ftFC18 Floor Decking -27 lb/ft Uniform -4 1/4" : 2' 6 3/4"-64 lb/ftB4(i413)-- Uniform -2' 6 3/4" : 20' 1"-16 lb/ftFC18 Floor Decking -53 lb/ft Point -2' 7 5/8" : --385 lbM4(i14827)-663 lb Point -2' 8 1/2" : --120 lbB5(i415)-180 lb Errors, Warnings, & Notes: * If sloping roof loads are applied to this member, the roof dead load has been adjusted for slope. * 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. * Load Duration Factors: Dead - 0.90, Floor Live - 1.00, Roof Live - 1.25, Snow - 1.15 1/6/2015 1:24:02 PM b14-0987-rev a-boilard-bearhill estates DS File Name: B14-0987 Page 1 of 2 Javelin® Software 5.1.1.15 Member Report Product is Sufficient for Application and Loads Described Member Type: Beam | Level: 1st Floor Design Passed Label: M2 | Design Tag: i14777 1 piece(s) of 1 3/4" x 11 7/8" 2.0E Microllam® LVL Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current literature for installation details. (woodbywy.com) Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. The product application, input design loads, dimensions and support information have been provided by ____________________ of____________________. Copyright Weyerhaeuser NR Company. All rights reserved. 1/6/2015 1:24:02 PM b14-0987-rev a-boilard-bearhill estates DS File Name: B14-0987 Page 2 of 2 Javelin® Software 5.1.1.15