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b14-0987-REV A-boilard-bearhill estates. Calc Pack second floorDesign Passed Member Report Member Type: HeaderAsDroppedBeam | Level: 2nd Floor Wall: E9 | Label: E9_MHd1-3 | Design Tag: i15020 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 8' 9" Design Results: Member Drawing Not to ScaleBuilding Code: Result IBC 2012 Design Methodology: AllowedDesign @ Location - 0.90Moment 0.90 1.0 D - (0) 0.00" @ 0" Passed - L/9990.01" @ 4' 4 1/2" 15896 lb-ft 1.0 D - (0) 0.44" L/240 1.0 D - (0) 1.0 D - (0)0.29" L/360 Shear Live Load Deflection 328 lb-ft @ 4' 4 1/2" 8529 lb Passed - L/999 Passed - 2% 119 lb @ 11" - Total Load Deflection Passed - 1% Critical Reaction 150 lb @ 0"-1.0 D - (0)5709 lb (1.5")Passed - 3% Design Notes: * Bracing (Lu): All compression edges (top and bottom) must be braced at 8-09-00 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" : 1 1/2"1.5"150 lbTrimmer -- 2 -8' 7 1/2" : 8' 9"1.5"150 lbTrimmer -- Loads:Maximum Loads on Member SnowFloor LiveSourceDeadTypeStart : End Roof LiveCombine Self Weight -0" : 8' 9"-14 lb/ftSelf Weight -- Uniform -0" : 8' 9"-20 lb/ftE21(i530)-- 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 1:25:43 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: HeaderAsDroppedBeam | Level: 2nd Floor Design Passed Wall: E9 | Label: E9_MHd1-3 | Design Tag: i15020 3 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 1:25:43 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: HeaderAsDroppedBeam | Level: 2nd Floor Wall: E9 | Label: E9_MHd1-3 | Design Tag: i15019 3 piece(s) of 1 3/4" x 9 1/2" 1.9E Microllam® LVL Product is Sufficient for Application and Loads Described Load Combination - (Load Group)LDF Member Cut Length:ASD 8' 9" Design Results: Member Drawing Not to ScaleBuilding Code: Result IBC 2012 Design Methodology: AllowedDesign @ Location - 0.90Moment 0.90 1.0 D - (0) 0.00" @ 0" Passed - L/9990.01" @ 4' 4 1/2" 15896 lb-ft 1.0 D - (0) 0.44" L/240 1.0 D - (0) 1.0 D - (0)0.29" L/360 Shear Live Load Deflection 328 lb-ft @ 4' 4 1/2" 8529 lb Passed - L/999 Passed - 2% 119 lb @ 11" - Total Load Deflection Passed - 1% Critical Reaction 150 lb @ 0"-1.0 D - (0)5709 lb (1.5")Passed - 3% Design Notes: * Bracing (Lu): All compression edges (top and bottom) must be braced at 8-09-00 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" : 1 1/2"1.5"150 lbTrimmer -- 2 -8' 7 1/2" : 8' 9"1.5"150 lbTrimmer -- Loads:Maximum Loads on Member SnowFloor LiveSourceDeadTypeStart : End Roof LiveCombine Self Weight -0" : 8' 9"-14 lb/ftSelf Weight -- Uniform -0" : 8' 9"-20 lb/ftE21(i530)-- 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 1:25:43 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: HeaderAsDroppedBeam | Level: 2nd Floor Design Passed Wall: E9 | Label: E9_MHd1-3 | Design Tag: i15019 3 piece(s) of 1 3/4" x 9 1/2" 1.9E 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 1:25:43 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: 2nd Floor Label: M1-2 | Design Tag: i15017 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 24' 4 1/4" Design Results: Member Drawing Not to ScaleBuilding Code: Result IBC 2012 Design Methodology: AllowedDesign @ Location - 1.15Moment PassedVertical Load Capacity Check 1.15 1.0 D + 1.0 S - (0) 0.20" @ 18' 10 1/16" Passed - L/4760.28" @ 18' 10 3/16" 20525 lb-ft 1.0 D + 1.0 S - (0) 0.55" L/240 1.0 D + 1.0 S - (0) 1.0 D + 1.0 S - (0)0.37" L/360 Shear Live Load Deflection 11585 lb-ft @ 19' 3 1/16" 9081 lb Passed - L/666 Passed - 56% 5213 lb @ 14' 2 1/8" - Total Load Deflection Passed - 57% Critical Reaction 4747 lb @ 24' 0 1/4"-1.0 D + 1.0 S - (0)8181 lb (5.5")Passed - 58% Design Notes: * Bracing (Lu): All compression edges (top and bottom) must be braced at 13-03-03 o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required toachieve member stability. Supports:Maximum Loads to Supports SnowFloor LiveSourceDeadSupportStart : End Roof LiveReq'd Br'g 1 11409 / -1146 lb2' 7 1/4" : 13' 2 1/4"4739 / -347 lb--391 / -24 lb ++>3217 lb2' 8 3/4" : -2.57"1365 lbE15(i196)-98 lb ++>228 / -159 lb/ft4' 5 7/16" : 7' 10 3/4"-36 lb/ftE14(i206)-32 / -1 lb/ft ++>-987 lb/ft7' 10 3/4" : 11' 4 1/16"--347 lb/ftE14(i206)-26 / -22 lb/ft ++>7964 lb13' 0 3/4" : -5.33"3338 lbE13(i198)-235 lb 2 11052 lb23' 10 3/4" : 24' 4 1/4"3.19"4447 lbE10(i203)-92 lb Loads:Maximum Loads on Member SnowFloor LiveSourceDeadTypeStart : End Roof LiveCombine Self Weight -0" : 24' 4 1/4"-11 lb/ftSelf Weight -- Uniform -0" : 1' 8 3/8"-8 lb/ftFC15 Floor Decking -20 lb/ft Uniform -4 1/4" : 24' 4 1/4"-10 lb/ftE23(i532)-- Uniform 720 lb/ft4 1/4" : 2' 10 3/4"-270 lb/ftE23(i532)-- Uniform 120 lb/ft2' 10 3/4" : 12' 10 -45 lb/ftE23(i532)-- Uniform -3' 0 3/8" : 12' 9 1/8"-8 lb/ftFC15 Floor Decking -20 lb/ft Uniform 720 lb/ft12' 10 3/4" : 23' 10 -270 lb/ftE23(i532)-- Uniform -14' 1 1/8" : 23' 11 -8 lb/ftFC15 Floor Decking -20 lb/ft Tapered -1' 8 3/8" : 3' 0 3/8"-8 To 0 lb/ftFC15 Floor Decking -20 To 0 lb/ft Tapered -12' 9 1/8" : 14' 1 1/8"-0 To 8 lb/ftFC15 Floor Decking -0 To 20 lb/ft Point 330 lb1 1/2" : --133 lbE16(i528)-- Point 7920 lb24' 2 3/4" : --3135 lbE23(i532)-- Point -24' 4" : --1 lbFC15 Floor Decking -4 lb 1/6/2015 1:25:43 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: 2nd Floor Design Passed Label: M1-2 | Design Tag: i15017 2 piece(s) of 1 3/4" x 11 7/8" 2.0E Microllam® LVL Column Support (CS) Detail Load Combination - (Load Group)Location CS Detail Ratio 24' 0 1/4"1.0 D + 1.0 S - (0)1.9315 Reinforcing Accessories: Support / Location Accessory Product(s) 24' 0 1/4"(1) Column Support (CS) Detail 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. * Reinforcement Accessories are required. Refer to current product literature for installation details. * 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 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 1:25:43 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: 2nd Floor Label: M2-3 | Design Tag: i15016 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 24' 4 1/4" Design Results: Member Drawing Not to ScaleBuilding Code: Result IBC 2012 Design Methodology: AllowedDesign @ Location - 1.15Moment 1.15 1.0 D + 1.0 S - (0) 0.46" @ 10' 3 11/16" Passed - L/3240.74" @ 10' 3 7/16" 30788 lb-ft 1.0 D + 1.0 S - (0) 1.00" L/240 1.0 D + 1.0 S - (0) 1.0 D + 1.0 S - (0)0.67" L/360 Shear Live Load Deflection 15472 lb-ft @ 12' 8" 13622 lb Passed - L/517 Passed - 50% 3274 lb @ 1' 4 1/8" - Total Load Deflection Passed - 24% Critical Reaction 3318 lb @ 2 3/4"-1.0 D + 1.0 S - (0)9483 lb (4.25")Passed - 35% Design Notes: * Bracing (Lu): All compression edges (top and bottom) must be braced at 19-08-00 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 2097 lb0" : 4 1/4"1.5"1224 lbE1(i205)-413 lb 2 1303 lb20' 1" : 20' 4 1/2"1.5"1018 lbB6(i414)-530 lb 3 -23' 10 3/4" : 24' 4 1/4"1.5"-B2(i409)-60 lb Loads:Maximum Loads on Member SnowFloor LiveSourceDeadTypeStart : End Roof LiveCombine Self Weight -0" : 24' 4 1/4"-17 lb/ftSelf Weight -- Uniform -0" : 23' 11 7/8"-8 lb/ftFC15 Floor Decking -20 lb/ft Uniform -0" : 20' 4 1/2"-8 lb/ftFC15 Floor Decking -20 lb/ft Uniform -20' 4 1/2" : 24' 4 1/4"-4 lb/ftFC15 Floor Decking -9 lb/ft Point 1700 lb3' 1 1/2" : --725 lbE26(i536)-- Point 1700 lb12' 8" : --725 lbE24(i537)-- Point -24' 4" : --1 lbFC15 Floor Decking -4 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 1:25:43 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: 2nd Floor Design Passed Label: M2-3 | Design Tag: i15016 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 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 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 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 1:25:43 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: 2nd Floor Label: M5 | Design Tag: i15014 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 4' 3 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) 0.00" @ 0" Passed - L/9990.00" @ 2' 0 11/16" 8924 lb-ft 1.0 D + 1.0 L - (0) 0.19" L/240 1.0 D + 1.0 L - (0) 1.0 D + 1.0 L - (0)0.13" L/360 Shear Live Load Deflection 33 lb-ft @ 2' 0 5/8" 3948 lb Passed - L/999 Passed - 0% 15 lb @ 1' 3 3/8" - Total Load Deflection Passed - 0% Critical Reaction 35 lb @ 2"-1.0 D + 1.0 L - (0)2603 lb (3.5")Passed - 1% Design Notes: * Bracing (Lu): All compression edges (top and bottom) must be braced at 4-03-04 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" : 3 1/2"1.5"18 lbB6(i414)-17 lb 2 -3' 9 3/4" : 4' 3 1/4"1.5"21 lbB2(i409)-20 lb Loads:Maximum Loads on Member SnowFloor LiveSourceDeadTypeStart : End Roof LiveCombine Self Weight -0" : 4' 3 1/4"-6 lb/ftSelf Weight -- Uniform -3 1/2" : 4' 3 1/4"-4 lb/ftFC15 Floor Decking -9 lb/ft 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 1:25:43 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: 2nd Floor Design Passed Label: M5 | Design Tag: i15014 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 1:25:43 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: 2nd Floor Label: M6-2 | Design Tag: i15013 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 5' 0 1/4" Design Results: Member Drawing Not to ScaleBuilding Code: Result IBC 2012 Design Methodology: AllowedDesign @ Location - 1.00Moment 1.00 1.0 D + 0.75 L + 0.75 S - (0) 0.00" @ 2' 1 7/16" Passed - L/9990.01" @ 2' 1 7/16" 17848 lb-ft 1.0 D + 1.0 L - (0) 0.19" L/240 1.0 D + 1.0 L - (0) 1.0 D + 0.75 L + 0.75 S - (0)0.13" L/360 Shear Live Load Deflection 1073 lb-ft @ 2' 8" 7897 lb Passed - L/999 Passed - 6% 850 lb @ 1' 4 1/4" - Total Load Deflection Passed - 11% Critical Reaction 1021 lb @ 2 7/8"-1.0 D + 0.75 L + 0.75 S - (0)6471 lb (4.35")Passed - 16% Design Notes: * Bracing (Lu): All compression edges (top and bottom) must be braced at 5-00-04 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 1 254 lb0" : 4 3/8"1.5"426 lbE11(i195)-537 lb 2 218 lb3' 10 7/8" : 5' 0 1/4"1.5"628 lbB6(i414)-900 lb Loads:Maximum Loads on Member SnowFloor LiveSourceDeadTypeStart : End Roof LiveCombine Self Weight -0" : 5' 0 1/4"-11 lb/ftSelf Weight -- Point 223 lb1' 2 7/8" : --333 lbK22'(i15000)-416 lb Point -1' 2 7/8" : --32 lbK4'(i14983)-80 lb Point 249 lb2' 8" : --343 lbK22'-2(i14934)-402 lb Point -2' 8" : --31 lbK4'(i14965)-77 lb Point -3' 10 7/8" : --228 lbK22'(i14935)-387 lb Point -3' 10 7/8" : --30 lbK4'(i14963)-75 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 1:25:43 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: 2nd Floor Design Passed Label: M6-2 | Design Tag: i15013 2 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 1:25:43 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: 2nd Floor Label: M3 | Design Tag: i15011 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' 4 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) 0.06" @ 10' 2 5/8" Passed - L/9990.12" @ 10' 2 5/8" 8924 lb-ft 1.0 D + 1.0 L - (0) 1.00" L/240 1.0 D + 1.0 L - (0) 1.0 D + 1.0 L - (0)0.67" L/360 Shear Live Load Deflection 810 lb-ft @ 10' 2 5/8" 3948 lb Passed - L/999 Passed - 9% 144 lb @ 19' 1 1/8" - Total Load Deflection Passed - 4% Critical Reaction 162 lb @ 20' 2 1/2"-1.0 D + 1.0 L - (0)2603 lb (3.5")Passed - 6% Design Notes: * Bracing (Lu): All compression edges (top and bottom) must be braced at 20-04-08 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" : 4 1/4"1.5"89 lbE1(i205)-77 lb 2 -20' 1" : 20' 4 1/2"1.5"88 lbB7(i434)-74 lb Loads:Maximum Loads on Member SnowFloor LiveSourceDeadTypeStart : End Roof LiveCombine Self Weight -0" : 20' 4 1/2"-6 lb/ftSelf Weight -- Uniform -0" : 20' 1"-3 lb/ftFC15 Floor Decking -7 lb/ft 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 1:25:43 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: 2nd Floor Design Passed Label: M3 | Design Tag: i15011 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 1:25:43 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: 2nd Floor Label: M4 | Design Tag: i14805 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 17' 7 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) 0.08" @ 8' 3 11/16" Passed - L/9990.13" @ 8' 4 9/16" 8924 lb-ft 1.0 D + 1.0 L - (0) 0.86" L/240 1.0 D + 1.0 L - (0) 1.0 D + 1.0 L - (0)0.57" L/360 Shear Live Load Deflection 1135 lb-ft @ 7' 3 3/4" 3948 lb Passed - L/999 Passed - 13% 639 lb @ 1' 3 3/8" - Total Load Deflection Passed - 16% Critical Reaction 670 lb @ 2"-1.0 D + 1.0 L - (0)2603 lb (3.5")Passed - 26% Design Notes: * Bracing (Lu): All compression edges (top and bottom) must be braced at 17-07-08 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" : 3 1/2"1.5"235 lbB5(i415)-438 lb 2 -17' 2" : 17' 7 1/2"1.5"103 lbE4(i197)-130 lb Loads:Maximum Loads on Member SnowFloor LiveSourceDeadTypeStart : End Roof LiveCombine Self Weight -0" : 17' 7 1/2"-6 lb/ftSelf Weight -- Uniform -1' 2" : 17' 7 1/2"-5 lb/ftFC15 Floor Decking -12 lb/ft Point -1' 2 7/8" : --157 lbM7(i14780)-367 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 1:25:43 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: 2nd Floor Design Passed Label: M4 | Design Tag: i14805 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 1:25:43 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: 2nd Floor Label: M5 | Design Tag: i14804 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 4' 7" 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' 3" Passed - L/9990.01" @ 2' 3" 8924 lb-ft 1.0 D + 1.0 L - (0) 0.21" L/240 1.0 D + 1.0 L - (0) 1.0 D + 1.0 L - (0)0.14" L/360 Shear Live Load Deflection 1132 lb-ft @ 1' 7 1/2" 3948 lb Passed - L/999 Passed - 13% 846 lb @ 1' 3 3/8" - Total Load Deflection Passed - 21% Critical Reaction 1465 lb @ 2"-1.0 D + 1.0 L - (0)2603 lb (3.5")Passed - 56% Design Notes: * Bracing (Lu): All compression edges (top and bottom) must be braced at 4-07-00 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" : 3 1/2"1.97"440 lbB5(i415)-1047 lb 2 -4' 3 1/2" : 4' 7"1.74"374 lbB7(i434)-897 lb Loads:Maximum Loads on Member SnowFloor LiveSourceDeadTypeStart : End Roof LiveCombine Self Weight -0" : 4' 7"-6 lb/ftSelf Weight -- Uniform -1' 2" : 4' 3 1/2"-10 lb/ftFC15 Floor Decking -24 lb/ft Tapered -0" : 4' 7"-165 To 165 lb/ftSmoothed Load -407 To 408 lb/ft 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 1:25:43 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: 2nd Floor Design Passed Label: M5 | Design Tag: i14804 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 1:25:43 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: 2nd Floor Label: M7 | Design Tag: i14780 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) 0.00" @ 1' 6 1/4" Passed - L/9990.01" @ 1' 6 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 550 lb-ft @ 1' 6 1/4" 3948 lb Passed - L/999 Passed - 6% 399 lb @ 2' 6 3/8" - Total Load Deflection Passed - 10% Critical Reaction 524 lb @ 3' 6 1/4"-1.0 D + 1.0 L - (0)1969 lb (1.5")Passed - 27% 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"112 lbM5(i14804)-255 lb 2 -3' 6 1/4" : -1.5"157 lbM4(i14805)-367 lb Loads:Maximum Loads on Member SnowFloor LiveSourceDeadTypeStart : End Roof LiveCombine Self Weight -0" : 3' 6 1/4"-6 lb/ftSelf Weight -- Point -1' 6 1/4" : --144 lbK18'(i14948)-361 lb Point -2' 10 1/4" : --104 lbK18'(i14947)-261 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. * 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 1:25:43 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: 2nd Floor Design Passed Label: M7 | Design Tag: i14780 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 1:25:43 PM b14-0987-rev a-boilard-bearhill estates DS File Name: B14-0987 Page 2 of 2 Javelin® Software 5.1.1.15