b15-0945-rev a-boilard-lot 24 mosher Second Floor Calc PackDesign Passed
Member Report
Member Type: Beam | Level: 2nd Floor
Label: TS3-2 | Design Tag: i5177
2 piece(s) of 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
Product is Sufficient for Application and Loads Described
Load Combination - (Load Group)LDF
Member Cut Length:ASD 17' 4 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)
0.25" @ 8' 2 3/4"
Passed - L/3260.62" @ 8' 5 3/4"
15953 lb-ft 1.0 D + 1.0 L - (0)
0.84" L/240
1.0 D + 1.0 L - (0)
1.0 D + 1.0 L - (0)0.56" L/360
Shear
Live Load Deflection
9151 lb-ft @ 6' 4 5/16"
8590 lb
Passed - L/810
Passed - 57%
1766 lb @ 1' 5 3/8"
-
Total Load Deflection
Passed - 21%
Critical Reaction 1738 lb @ 17' 1 1/2"-1.0 D + 1.0 L - (0)6322 lb (4.25")Passed - 27%
Design Notes:
* Bracing (Lu): All compression edges (top and bottom) must be braced at 12-11-12 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" : 5 1/2"1.5"988 lbE2(i184)-824 lb
2 -17' 0" : 17' 4 1/4"1.5"1192 lbE4(i185)-571 lb
Loads:Maximum Loads on Member
SnowFloor LiveSourceDeadTypeStart : End Roof LiveCombine
Self Weight -0" : 17' 4 1/4"-13 lb/ftSelf Weight --
Uniform -1 1/8" : 17' 4 1/4"-8 lb/ftFC4 Floor Decking -27 lb/ft
Uniform -5' 11 1/2" : 17' 4 1/4"-99 lb/ftE21(i1377)-7 lb/ft
Uniform -5' 11 1/2" : 17' 0"-5 lb/ftE21(i1377)--
Uniform -16' 6 3/4" : 17' 4 1/4"-1 lb/ftE21(i1377)--
Uniform -16' 9 1/4" : 17' 4 1/4"-5 To 5 lb/ftE21(i1377)--
Point -5' 8 3/4" : --633 lbE20(i1376)-855 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
1/14/2016 11:58:13 AM
b15-0945-rev a-boilard-lot 24 mosher
DS
File Name:
B15-0945-A
Page 1 of 2
Javelin® Software 5.2.1.324 Design Engine: V6.2.0.25
Member Report
Product is Sufficient for Application and Loads Described
Member Type: Beam | Level: 2nd Floor
Design Passed
Label: TS3-2 | Design Tag: i5177
2 piece(s) of 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
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.
1/14/2016 11:58:13 AM
b15-0945-rev a-boilard-lot 24 mosher
DS
File Name:
B15-0945-A
Page 2 of 2
Javelin® Software 5.2.1.324 Design Engine: V6.2.0.25
Design Passed
Member Report
Member Type: FloorJoist | Level: 2nd Floor
Floor Container: FC4 | Label: K16' | Design Tag: i5170
1 piece(s) of 11 7/8" TJI® 230
Product is Sufficient for Application and Loads Described
Load Combination - (Load Group)LDF
Member Cut Length:ASD 15' 9 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)
0.18" @ 7' 10 3/4"
Passed - L/774
PassedTJ Pro Rating
0.24" @ 7' 10 3/4"
4215 lb-ft 1.0 D + 1.0 L - (0)
0.76" L/240
1.0 D + 1.0 L - (0)
1.0 D + 1.0 L - (0)0.38" L/480
Shear
35
Live Load Deflection
54
2016 lb-ft @ 7' 10 3/4"
1655 lb
Passed - L/999
Passed - 48%
523 lb @ 4 1/4"
-
Total Load Deflection
Passed - 32%
23/32"x48"x96" Weyerhaeuser Edge Gold Panel (0/24) T&G SF - Glue And NailDecking Material & Attachment:
Critical Reaction 547 lb @ 3 1/4"1.00 1.0 D + 1.0 L - (0)1485 lb (3.5")Passed - 37%
Design Notes:
* Additional considerations for TJ-Pro™ Rating include ceiling.
* Additional considerations for TJ-Pro™ Rating include strapping.
* For TJ-Pro™ Rating calculation the controlling span is considered to be supported by walls.
* Bracing (Lu): All compression edges (top and bottom) must be braced at 5-02-11 o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to
achieve member stability.
* Member design (strength) is based on loads shown in loading section. Pro Rating and CVC ratings, if shown, are based on 1-04-00 o.c. spacing.
Supports:Maximum Loads to Supports
SnowFloor LiveSourceDeadSupportStart : End Roof LiveReq'd Br'g
1 -0" : 4 1/4"1.75"128 lbE5(i181)-427 lb
2 -15' 5 1/4" : 15' 9 1/2"1.75"128 lbE7(i182)-427 lb
Loads:Maximum Loads on Member
SnowFloor LiveSourceDeadTypeStart : End Roof LiveCombine
Uniform -0" : 15' 9 1/2"-16 lb/ftFC4 Floor Decking -53 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.
* The TJ-Pro™ Rating shown above is based on the default decking for the floor container. Special decking (if used) was not used in determination of the TJ-Pro™ Rating.
1/14/2016 11:58:13 AM
b15-0945-rev a-boilard-lot 24 mosher
DS
File Name:
B15-0945-A
Page 1 of 2
Javelin® Software 5.2.1.324 Design Engine: V6.2.0.25
Member Report
Product is Sufficient for Application and Loads Described
Member Type: FloorJoist | Level: 2nd Floor
Design Passed
Floor Container: FC4 | Label: K16' | Design Tag: i5170
1 piece(s) of 11 7/8" TJI® 230
* 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.
1/14/2016 11:58:13 AM
b15-0945-rev a-boilard-lot 24 mosher
DS
File Name:
B15-0945-A
Page 2 of 2
Javelin® Software 5.2.1.324 Design Engine: V6.2.0.25
Design Passed
Member Report
Member Type: FloorJoist | Level: 2nd Floor
Floor Container: FC4 | Label: K18' | Design Tag: i5153
1 piece(s) of 11 7/8" TJI® 230
Product is Sufficient for Application and Loads Described
Load Combination - (Load Group)LDF
Member Cut Length:ASD 17' 4 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)
0.28" @ 8' 8 3/4"
Passed - L/558
PassedTJ Pro Rating
0.36" @ 8' 8 3/4"
4215 lb-ft 1.0 D + 1.0 L - (0)
0.84" L/240
1.0 D + 1.0 L - (0)
1.0 D + 1.0 L - (0)0.42" L/480
Shear
35
Live Load Deflection
50
2618 lb-ft @ 8' 8 3/4"
1655 lb
Passed - L/725
Passed - 62%
620 lb @ 5 1/2"
-
Total Load Deflection
Passed - 37%
23/32"x48"x96" Weyerhaeuser Edge Gold Panel (0/24) T&G SF - Glue And NailDecking Material & Attachment:
Critical Reaction 648 lb @ 4 1/2"1.00 1.0 D + 1.0 L - (0)1485 lb (3.5")Passed - 44%
Design Notes:
* Additional considerations for TJ-Pro™ Rating include ceiling.
* Additional considerations for TJ-Pro™ Rating include strapping.
* For TJ-Pro™ Rating calculation the controlling span is considered to be supported by walls.
* 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.
* Member design (strength) is based on loads shown in loading section. Pro Rating and CVC ratings, if shown, are based on 1-04-00 o.c. spacing.
Supports:Maximum Loads to Supports
SnowFloor LiveSourceDeadSupportStart : End Roof LiveReq'd Br'g
1 -0" : 5 1/2"1.75"149 lbE2(i184)-498 lb
2 -17' 0" : 17' 4 1/4"1.75"151 lbE4(i185)-504 lb
Loads:Maximum Loads on Member
SnowFloor LiveSourceDeadTypeStart : End Roof LiveCombine
Uniform -1 1/8" : 17' 4 1/4"-17 lb/ftFC4 Floor Decking -58 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.
* The TJ-Pro™ Rating shown above is based on the default decking for the floor container. Special decking (if used) was not used in determination of the TJ-Pro™ Rating.
1/14/2016 11:58:13 AM
b15-0945-rev a-boilard-lot 24 mosher
DS
File Name:
B15-0945-A
Page 1 of 2
Javelin® Software 5.2.1.324 Design Engine: V6.2.0.25
Member Report
Product is Sufficient for Application and Loads Described
Member Type: FloorJoist | Level: 2nd Floor
Design Passed
Floor Container: FC4 | Label: K18' | Design Tag: i5153
1 piece(s) of 11 7/8" TJI® 230
* 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.
1/14/2016 11:58:13 AM
b15-0945-rev a-boilard-lot 24 mosher
DS
File Name:
B15-0945-A
Page 2 of 2
Javelin® Software 5.2.1.324 Design Engine: V6.2.0.25
Design Passed
Member Report
Member Type: FloorJoist | Level: 2nd Floor
Floor Container: FC4 | Label: K20' | Design Tag: i5146
1 piece(s) of 11 7/8" TJI® 230
Product is Sufficient for Application and Loads Described
Load Combination - (Load Group)LDF
Member Cut Length:ASD 19' 9 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)
0.44" @ 9' 10 3/4"
Passed - L/408
PassedTJ Pro Rating
0.57" @ 9' 10 3/4"
4215 lb-ft 1.0 D + 1.0 L - (0)
0.96" L/240
1.0 D + 1.0 L - (0)
1.0 D + 1.0 L - (0)0.48" L/480
Shear
35
Live Load Deflection
41
3212 lb-ft @ 9' 10 3/4"
1655 lb
Passed - L/530
Passed - 76%
662 lb @ 4 1/4"
-
Total Load Deflection
Passed - 40%
23/32"x48"x96" Weyerhaeuser Edge Gold Panel (0/24) T&G SF - Glue And NailDecking Material & Attachment:
Critical Reaction 686 lb @ 3 1/4"1.00 1.0 D + 1.0 L - (0)1485 lb (3.5")Passed - 46%
Design Notes:
* Additional considerations for TJ-Pro™ Rating include ceiling.
* Additional considerations for TJ-Pro™ Rating include strapping.
* For TJ-Pro™ Rating calculation the controlling span is considered to be supported by walls.
* Bracing (Lu): All compression edges (top and bottom) must be braced at 4-01-10 o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to
achieve member stability.
* Member design (strength) is based on loads shown in loading section. Pro Rating and CVC ratings, if shown, are based on 1-04-00 o.c. spacing.
Supports:Maximum Loads to Supports
SnowFloor LiveSourceDeadSupportStart : End Roof LiveReq'd Br'g
1 -0" : 4 1/4"1.75"160 lbE1(i178)-533 lb
2 -19' 5 1/4" : 19' 9 1/2"1.75"160 lbE7(i182)-533 lb
Loads:Maximum Loads on Member
SnowFloor LiveSourceDeadTypeStart : End Roof LiveCombine
Uniform -0" : 19' 9 1/2"-16 lb/ftFC4 Floor Decking -53 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.
* The TJ-Pro™ Rating shown above is based on the default decking for the floor container. Special decking (if used) was not used in determination of the TJ-Pro™ Rating.
1/14/2016 11:58:13 AM
b15-0945-rev a-boilard-lot 24 mosher
DS
File Name:
B15-0945-A
Page 1 of 2
Javelin® Software 5.2.1.324 Design Engine: V6.2.0.25
Member Report
Product is Sufficient for Application and Loads Described
Member Type: FloorJoist | Level: 2nd Floor
Design Passed
Floor Container: FC4 | Label: K20' | Design Tag: i5146
1 piece(s) of 11 7/8" TJI® 230
* 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.
1/14/2016 11:58:13 AM
b15-0945-rev a-boilard-lot 24 mosher
DS
File Name:
B15-0945-A
Page 2 of 2
Javelin® Software 5.2.1.324 Design Engine: V6.2.0.25
Design Passed
Member Report
Member Type: Beam | Level: 2nd Floor
Label: TS6 | Design Tag: i5143
1 piece(s) of 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
Product is Sufficient for Application and Loads Described
Load Combination - (Load Group)LDF
Member Cut Length:ASD 3' 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 - (1)
0.00" @ 1' 3"
Passed - L/9990.00" @ 1' 3"
7977 lb-ft 1.0 D + 1.0 L - (1)
0.17" L/240
1.0 D + 1.0 L - (1)
1.0 D + 1.0 L - (1)0.11" L/360
Shear
Live Load Deflection
221 lb-ft @ 1' 3"
4295 lb
Passed - L/999
Passed - 3%
177 lb @ 2' 4 5/8"
-
Total Load Deflection
Passed - 4%
Critical Reaction 217 lb @ 3' 4 1/2"-1.0 D + 1.0 L - (1)2363 lb (1.5")Passed - 9%
Design Notes:
* Bracing (Lu): All compression edges (top and bottom) must be braced at 3-04-08 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" : 0"1.5"35 lbTS1(i5128)-146 / -66 lb
2 -3' 4 1/2" : -1.5"39 lbTS1(i5099)-178 / -89 lb
Loads:Maximum Loads on Member
SnowFloor LiveSourceDeadTypeStart : End Roof LiveCombine
Self Weight -0" : 3' 4 1/2"-6 lb/ftSelf Weight --
Point -1' 3" : --31 lbK20'(i5161)-176 / -74 lb
Point -2' 7" : --21 lbK20'(i4966)-148 / -81 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
1/14/2016 11:58:13 AM
b15-0945-rev a-boilard-lot 24 mosher
DS
File Name:
B15-0945-A
Page 1 of 2
Javelin® Software 5.2.1.324 Design Engine: V6.2.0.25
Member Report
Product is Sufficient for Application and Loads Described
Member Type: Beam | Level: 2nd Floor
Design Passed
Label: TS6 | Design Tag: i5143
1 piece(s) of 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
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.
1/14/2016 11:58:13 AM
b15-0945-rev a-boilard-lot 24 mosher
DS
File Name:
B15-0945-A
Page 2 of 2
Javelin® Software 5.2.1.324 Design Engine: V6.2.0.25
Design Passed
Member Report
Member Type: Beam | Level: 2nd Floor
Label: TS1 | Design Tag: i5128
1 piece(s) of 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
Product is Sufficient for Application and Loads Described
Load Combination - (Load Group)LDF
Member Cut Length:ASD 19' 10 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 - (1)
0.40" @ 9' 7 15/16"
Passed - L/4040.57" @ 9' 8 7/16"
7977 lb-ft 1.0 D + 1.0 L - (1)
0.97" L/240
1.0 D + 1.0 L - (1)
1.0 D + 1.0 L - (1)0.64" L/360
Shear
Live Load Deflection
3211 lb-ft @ 7' 5 7/8"
4295 lb
Passed - L/575
Passed - 40%
637 lb @ 1' 5 3/8"
-
Total Load Deflection
Passed - 15%
Critical Reaction 821 lb @ 4"-1.0 D + 1.0 L - (1)4091 lb (5.5")Passed - 20%
Design Notes:
* Bracing (Lu): All compression edges (top and bottom) must be braced at 11-05-09 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 70 lb0" : 5 1/2"1.5"276 lbE1(i178)-547 lb
2 -1 lb19' 6 1/2" : 19' 10 3/4"1.5"171 lbE7(i182)-370 lb
Loads:Maximum Loads on Member
SnowFloor LiveSourceDeadTypeStart : End Roof LiveCombine
Self Weight -0" : 19' 10 3/4"-6 lb/ftSelf Weight --
Uniform -0" : 5 1/2"-2 lb/ftFC4 Floor Decking -8 lb/ft
Uniform -5 1/2" : 7' 6"-16 lb/ftFC4 Floor Decking -53 lb/ft
Uniform -7' 6" : 19' 6 1/2"-9 lb/ftFC4 Floor Decking -28 lb/ft
Uniform -19' 6 1/2" : 19' 10 -8 lb/ftFC4 Floor Decking -27 lb/ft
Point 68 lb2 3/4" : --63 lbE12(i1366)-38 lb
Point -7' 5 1/8" : --35 lbTS6(i5143)-146 / -66 lb
Point -19' 6 1/2" : ---FC4 Floor Decking -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
1/14/2016 11:58:13 AM
b15-0945-rev a-boilard-lot 24 mosher
DS
File Name:
B15-0945-A
Page 1 of 2
Javelin® Software 5.2.1.324 Design Engine: V6.2.0.25
Member Report
Product is Sufficient for Application and Loads Described
Member Type: Beam | Level: 2nd Floor
Design Passed
Label: TS1 | Design Tag: i5128
1 piece(s) of 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
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.
1/14/2016 11:58:13 AM
b15-0945-rev a-boilard-lot 24 mosher
DS
File Name:
B15-0945-A
Page 2 of 2
Javelin® Software 5.2.1.324 Design Engine: V6.2.0.25
Design Passed
Member Report
Member Type: Beam | Level: 2nd Floor
Label: TS4 | Design Tag: i5113
1 piece(s) of 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
Product is Sufficient for Application and Loads Described
Load Combination - (Load Group)LDF
Member Cut Length:ASD 12' 4 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)
0.22" @ 6' 1 9/16"
Passed - L/3020.47" @ 6' 1 9/16"
7977 lb-ft 1.0 D + 1.0 L - (0)
0.59" L/240
1.0 D + 1.0 L - (0)
1.0 D + 1.0 L - (0)0.39" L/360
Shear
Live Load Deflection
6407 lb-ft @ 6' 1 1/2"
4295 lb
Passed - L/655
Passed - 80%
1771 lb @ 10' 10 7/8"
-
Total Load Deflection
Passed - 41%
Critical Reaction 2146 lb @ 2 3/4"-1.0 D + 1.0 L - (0)3161 lb (4.25")Passed - 68%
Design Notes:
* Bracing (Lu): All compression edges (top and bottom) must be braced at 4-04-02 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"2.88"1179 lbE10(i187)-973 lb
2 68 lb11' 10 3/4" : 12' 4 1/4"2.95"1198 lbE1(i178)-996 lb
Loads:Maximum Loads on Member
SnowFloor LiveSourceDeadTypeStart : End Roof LiveCombine
Self Weight -0" : 12' 4 1/4"-6 lb/ftSelf Weight --
Uniform -0" : 12' 4 1/4"-7 lb/ftFC4 Floor Decking -22 lb/ft
Uniform --0" : 11' 10 3/4"-100 To 100 lb/ftE18(i1374)--
Uniform -0" : 11' 10 3/4"-2 lb/ftFC4 Floor Decking -8 lb/ft
Uniform --0" : 7"-9 To 8 lb/ftE18(i1374)-9 To 8 lb/ft
Uniform -11' 2 1/2" : 11' 10 -48 lb/ftE18(i1374)-80 lb/ft
Uniform -11' 10 3/4" : 12' 4 -1 lb/ftFC4 Floor Decking -5 lb/ft
Tapered -6 3/4" : 11' 2 3/4"-84 To 85 lb/ftE18(i1374)-140 To 141 lb/ft
Point 68 lb12' 1 1/2" : --63 lbE12(i1366)-38 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.
1/14/2016 11:58:13 AM
b15-0945-rev a-boilard-lot 24 mosher
DS
File Name:
B15-0945-A
Page 1 of 2
Javelin® Software 5.2.1.324 Design Engine: V6.2.0.25
Member Report
Product is Sufficient for Application and Loads Described
Member Type: Beam | Level: 2nd Floor
Design Passed
Label: TS4 | Design Tag: i5113
1 piece(s) of 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
* 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.
1/14/2016 11:58:13 AM
b15-0945-rev a-boilard-lot 24 mosher
DS
File Name:
B15-0945-A
Page 2 of 2
Javelin® Software 5.2.1.324 Design Engine: V6.2.0.25
Design Passed
Member Report
Member Type: FloorJoist | Level: 2nd Floor
Floor Container: FC4 | Label: K20' | Design Tag: i5110
1 piece(s) of 11 7/8" TJI® 230
Product is Sufficient for Application and Loads Described
Load Combination - (Load Group)LDF
Member Cut Length:ASD 19' 5 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)
0.43" @ 9' 7 1/8"
Passed - L/412
PassedTJ Pro Rating
0.56" @ 9' 7 1/8"
4215 lb-ft 1.0 D + 1.0 L - (0)
0.96" L/240
1.0 D + 1.0 L - (0)
1.0 D + 1.0 L - (0)0.48" L/480
Shear
35
Live Load Deflection
41
3191 lb-ft @ 9' 7 1/8"
1655 lb
Passed - L/535
Passed - 76%
665 lb @ 0"
-
Total Load Deflection
Passed - 40%
23/32"x48"x96" Weyerhaeuser Edge Gold Panel (0/24) T&G SF - Glue And NailDecking Material & Attachment:
Critical Reaction 665 lb @ 0"1.00 1.0 D + 1.0 L - (0)1060 lb (1.75")Passed - 63%
Design Notes:
* Additional considerations for TJ-Pro™ Rating include ceiling.
* Additional considerations for TJ-Pro™ Rating include strapping.
* For TJ-Pro™ Rating calculation the controlling span is considered to be supported by beams.
* Bracing (Lu): All compression edges (top and bottom) must be braced at 4-01-13 o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to
achieve member stability.
* Member design (strength) is based on loads shown in loading section. Pro Rating and CVC ratings, if shown, are based on 1-04-00 o.c. spacing.
Supports:Maximum Loads to Supports
SnowFloor LiveSourceDeadSupportStart : End Roof LiveReq'd Br'g
1 -0" : 0"1.75"157 lbM1-3(i5102)-523 lb
2 -19' 1 1/4" : 19' 5 1/2"1.75"160 lbE7(i182)-532 lb
Loads:Maximum Loads on Member
SnowFloor LiveSourceDeadTypeStart : End Roof LiveCombine
Uniform -0" : 19' 5 1/2"-16 lb/ftFC4 Floor Decking -53 lb/ft
Connector Information:Nailing Requirements
Other InformationMemberTopFaceSupportManufacturerMin. Seat LengthModel
1 Minimum seat length reported is based on the design loadSSTIUS2.37/11.88 10- 10d x 1-1/2Not Applicable 1.75"Not Applicable
Errors, Warnings, & Notes:
* If sloping roof loads are applied to this member, the roof dead load has been adjusted for slope.
1/14/2016 11:58:13 AM
b15-0945-rev a-boilard-lot 24 mosher
DS
File Name:
B15-0945-A
Page 1 of 2
Javelin® Software 5.2.1.324 Design Engine: V6.2.0.25
Member Report
Product is Sufficient for Application and Loads Described
Member Type: FloorJoist | Level: 2nd Floor
Design Passed
Floor Container: FC4 | Label: K20' | Design Tag: i5110
1 piece(s) of 11 7/8" TJI® 230
* 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.
* The TJ-Pro™ Rating shown above is based on the default decking for the floor container. Special decking (if used) was not used in determination of the TJ-Pro™ Rating.
* 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 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.
1/14/2016 11:58:13 AM
b15-0945-rev a-boilard-lot 24 mosher
DS
File Name:
B15-0945-A
Page 2 of 2
Javelin® Software 5.2.1.324 Design Engine: V6.2.0.25
Design Passed
Member Report
Member Type: Beam | Level: 2nd Floor
Label: TS2-3 | Design Tag: i5109
3 piece(s) of 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
Product is Sufficient for Application and Loads Described
Load Combination - (Load Group)LDF
Member Cut Length:ASD 19' 9 1/2"
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)
0.44" @ 9' 10 3/4"
Passed - L/2380.98" @ 9' 10 3/4"
27519 lb-ft 1.0 D + 1.0 S - (0)
0.97" L/240
1.0 D + 1.0 S - (0)
1.0 D + 1.0 S - (0)0.64" L/360
Shear
Live Load Deflection
15831 lb-ft @ 9' 10 3/4"
14817 lb
Passed - L/523
Passed - 58%
2898 lb @ 1' 4 1/8"
-
Total Load Deflection
Passed - 20%
Critical Reaction 3355 lb @ 19' 6 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 14-10-12 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 1524 lb0" : 4 1/4"1.5"1830 lbE1(i178)-200 lb
2 1524 lb19' 5 1/4" : 19' 9 1/2"1.5"1832 lbE7(i182)-200 lb
Loads:Maximum Loads on Member
SnowFloor LiveSourceDeadTypeStart : End Roof LiveCombine
Self Weight -0" : 19' 9 1/2"-19 lb/ftSelf Weight --
Uniform 154 lb/ft0" : 19' 9 1/2"-58 lb/ftUser Load --
Uniform --0" : 19' 9 1/2"-104 lb/ftE17(i1368)-7 lb/ft
Uniform -0" : 19' 9 1/2"-4 lb/ftFC4 Floor Decking -13 lb/ft
Uniform --0" : 6 3/4"-2 lb/ftE17(i1368)--
Uniform -19' 1 1/4" : 19' 9 1/2"-1 lb/ftE17(i1368)-1 lb/ft
Uniform -19' 2 1/2" : 19' 9 1/2"-3 To 3 lb/ftE17(i1368)--
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
1/14/2016 11:58:13 AM
b15-0945-rev a-boilard-lot 24 mosher
DS
File Name:
B15-0945-A
Page 1 of 2
Javelin® Software 5.2.1.324 Design Engine: V6.2.0.25
Member Report
Product is Sufficient for Application and Loads Described
Member Type: Beam | Level: 2nd Floor
Design Passed
Label: TS2-3 | Design Tag: i5109
3 piece(s) of 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
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.
1/14/2016 11:58:13 AM
b15-0945-rev a-boilard-lot 24 mosher
DS
File Name:
B15-0945-A
Page 2 of 2
Javelin® Software 5.2.1.324 Design Engine: V6.2.0.25
Design Passed
Member Report
Member Type: Beam | Level: 2nd Floor
Label: M1-3 | Design Tag: i5102
3 piece(s) of 1 3/4" x 16" 2.0E Microllam® LVL
Product is Sufficient for Application and Loads Described
Load Combination - (Load Group)LDF
Member Cut Length:ASD 17' 4 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)
0.39" @ 8' 2 15/16"
Passed - L/3280.61" @ 8' 2 5/8"
46671 lb-ft 1.0 D + 1.0 L - (0)
0.84" L/240
1.0 D + 1.0 L - (0)
1.0 D + 0.75 L + 0.75 S - (0)0.56" L/360
Shear
Live Load Deflection
38072 lb-ft @ 5' 8"
15960 lb
Passed - L/521
Passed - 82%
8866 lb @ 1' 9 1/2"
-
Total Load Deflection
Passed - 56%
Critical Reaction 12198 lb @ 4"-1.0 D + 0.75 L + 0.75 S - (0)20934 lb (5.5")Passed - 58%
Design Notes:
* Bracing (Lu): All compression edges (top and bottom) must be braced at 7-02-07 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 4147 lb0" : 5 1/2"3.2"4577 lbE2(i184)-5735 lb
2 1257 lb17' 0" : 17' 4 1/4"1.65"2221 lbE4(i185)-4071 lb
Loads:Maximum Loads on Member
SnowFloor LiveSourceDeadTypeStart : End Roof LiveCombine
Self Weight -0" : 17' 4 1/4"-23 lb/ftSelf Weight --
Uniform 472 lb/ft-0" : 1' 0 3/4"-183 lb/ftB1(i1387)-2 lb/ft
Uniform -1 1/8" : 17' 4 1/4"-9 lb/ftFC4 Floor Decking -31 lb/ft
Uniform -5 1/2" : 16' 5 1/2"-118 lb/ftSmoothed Load -392 lb/ft
Uniform 472 lb/ft1' 2 1/4" : 2' 4 3/4"-183 lb/ftB1(i1387)-2 lb/ft
Uniform 472 lb/ft2' 6 1/4" : 3' 8 3/4"-183 lb/ftB1(i1387)-2 lb/ft
Uniform 472 lb/ft3' 10 1/4" : 5' 0 3/4"-183 lb/ftB1(i1387)-2 lb/ft
Tapered 45 To 45 lb/ft-0" : 5' 9 1/2"-198 To 198 lb/ftB1(i1387)-196 To 195 lb/ft
Point 30 lb1/4" : --22 lbB1(i1387)-11 lb
Point 2901 lb5' 8" : --2321 lbB1(i1387)-1837 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.
1/14/2016 11:58:13 AM
b15-0945-rev a-boilard-lot 24 mosher
DS
File Name:
B15-0945-A
Page 1 of 2
Javelin® Software 5.2.1.324 Design Engine: V6.2.0.25
Member Report
Product is Sufficient for Application and Loads Described
Member Type: Beam | Level: 2nd Floor
Design Passed
Label: M1-3 | Design Tag: i5102
3 piece(s) of 1 3/4" x 16" 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.
1/14/2016 11:58:13 AM
b15-0945-rev a-boilard-lot 24 mosher
DS
File Name:
B15-0945-A
Page 2 of 2
Javelin® Software 5.2.1.324 Design Engine: V6.2.0.25
Design Passed
Member Report
Member Type: Beam | Level: 2nd Floor
Label: TS1 | Design Tag: i5099
1 piece(s) of 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
Product is Sufficient for Application and Loads Described
Load Combination - (Load Group)LDF
Member Cut Length:ASD 19' 10 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 - (1)
0.25" @ 9' 5 15/16"
Passed - L/6250.37" @ 9' 6 15/16"
7977 lb-ft 1.0 D + 1.0 L - (1)
0.97" L/240
1.0 D + 1.0 L - (1)
1.0 D + 1.0 L - (1)0.64" L/360
Shear
Live Load Deflection
2196 lb-ft @ 7' 5 1/8"
4295 lb
Passed - L/929
Passed - 28%
410 lb @ 1' 5 3/8"
-
Total Load Deflection
Passed - 10%
Critical Reaction 507 lb @ 4"-1.0 D + 1.0 L - (1)4091 lb (5.5")Passed - 12%
Design Notes:
* Bracing (Lu): All compression edges (top and bottom) must be braced at 17-02-08 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" : 5 1/2"1.5"192 lbE1(i178)-315 lb
2 -19' 6 1/2" : 19' 10 3/4"1.5"118 lbE7(i182)-196 lb
Loads:Maximum Loads on Member
SnowFloor LiveSourceDeadTypeStart : End Roof LiveCombine
Self Weight -0" : 19' 10 3/4"-6 lb/ftSelf Weight --
Uniform -1 1/8" : 7' 6"-8 lb/ftFC4 Floor Decking -27 lb/ft
Uniform -7' 6" : 19' 6 1/2"-3 lb/ftFC4 Floor Decking -11 lb/ft
Uniform -19' 6 1/2" : 19' 10 -3 lb/ftFC4 Floor Decking -9 lb/ft
Point -3 3/4" : --41 lbB1(i1387)--
Point -7' 5 1/8" : --39 lbTS6(i5143)-178 / -89 lb
Point -19' 6 1/2" : ---FC4 Floor Decking -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
1/14/2016 11:58:13 AM
b15-0945-rev a-boilard-lot 24 mosher
DS
File Name:
B15-0945-A
Page 1 of 2
Javelin® Software 5.2.1.324 Design Engine: V6.2.0.25
Member Report
Product is Sufficient for Application and Loads Described
Member Type: Beam | Level: 2nd Floor
Design Passed
Label: TS1 | Design Tag: i5099
1 piece(s) of 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
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.
1/14/2016 11:58:13 AM
b15-0945-rev a-boilard-lot 24 mosher
DS
File Name:
B15-0945-A
Page 2 of 2
Javelin® Software 5.2.1.324 Design Engine: V6.2.0.25
Design Passed
Member Report
Member Type: FloorJoist | Level: 2nd Floor
Floor Container: FC4 | Label: K20' | Design Tag: i4966
1 piece(s) of 11 7/8" TJI® 230
Product is Sufficient for Application and Loads Described
Load Combination - (Load Group)LDF
Member Cut Length:ASD 19' 3"
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)
0.05" @ 5' 9 1/4"
Passed - L/999
PassedTJ Pro Rating
0.07" @ 5' 8 15/16"
4215 lb-ft 1.0 D + 1.0 L - (0)
0.59" L/240
1.0 D + 1.0 L - (0)
1.0 D + 1.0 L - (0)0.30" L/480
Shear
35
Live Load Deflection
63
-897 lb-ft @ 12' 1 1/2"
1821 lb
Passed - L/999
Passed - 21%
452 lb @ 11' 10 3/4"
-
Total Load Deflection
Passed - 25%
23/32"x48"x96" Weyerhaeuser Edge Gold Panel (0/24) T&G SF - Glue And NailDecking Material & Attachment:
Critical Reaction 885 lb @ 12' 1 1/2"1.00 1.0 D + 1.0 L - (0)2790 lb (5.25")Passed - 32%
Design Notes:
* Additional considerations for TJ-Pro™ Rating include ceiling.
* Additional considerations for TJ-Pro™ Rating include strapping.
* For TJ-Pro™ Rating calculation the controlling span is considered to be supported by walls.
* Bracing (Lu): All compression edges (top and bottom) must be braced at 7-09-15 o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to
achieve member stability.
* Member design (strength) is based on loads shown in loading section. Pro Rating and CVC ratings, if shown, are based on 1-04-00 o.c. spacing.
Supports:Maximum Loads to Supports
SnowFloor LiveSourceDeadSupportStart : End Roof LiveReq'd Br'g
1 -0" : 4 1/4"1.75"83 lbE10(i187)-284 / -9 lb
2 -11' 10 3/4" : 12' 4 1/4"3.5"258 lbE1(i178)-626 lb
3 -19' 3" : -1.75"21 lbTS6(i5143)-148 / -81 lb
Loads:Maximum Loads on Member
SnowFloor LiveSourceDeadTypeStart : End Roof LiveCombine
Uniform -0" : 11' 11 7/8"-16 lb/ftFC4 Floor Decking -53 lb/ft
Uniform -11' 11 7/8" : 19' 3"-13 lb/ftFC4 Floor Decking -44 lb/ft
Point -12' 2 1/2" : --70 lbB1(i1387)--
Connector Information:Nailing Requirements
Other InformationMemberTopFaceSupportManufacturerMin. Seat LengthModel
3 Minimum seat length reported is based on the design loadSSTIUS2.37/11.88 10- 10d x 1-1/2Not Applicable 1.75"Not Applicable
1/14/2016 11:58:13 AM
b15-0945-rev a-boilard-lot 24 mosher
DS
File Name:
B15-0945-A
Page 1 of 2
Javelin® Software 5.2.1.324 Design Engine: V6.2.0.25
Member Report
Product is Sufficient for Application and Loads Described
Member Type: FloorJoist | Level: 2nd Floor
Design Passed
Floor Container: FC4 | Label: K20' | Design Tag: i4966
1 piece(s) of 11 7/8" TJI® 230
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.
* The TJ-Pro™ Rating shown above is based on the default decking for the floor container. Special decking (if used) was not used in determination of the TJ-Pro™ Rating.
* 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 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.
1/14/2016 11:58:13 AM
b15-0945-rev a-boilard-lot 24 mosher
DS
File Name:
B15-0945-A
Page 2 of 2
Javelin® Software 5.2.1.324 Design Engine: V6.2.0.25
Design Passed
Member Report
Member Type: FloorJoist | Level: 2nd Floor
Floor Container: FC4 | Label: K32' | Design Tag: i4957
1 piece(s) of 11 7/8" TJI® 230
Product is Sufficient for Application and Loads Described
Load Combination - (Load Group)LDF
Member Cut Length:ASD 31' 9 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)
0.30" @ 22' 6 7/16"
Passed - L/613
PassedTJ Pro Rating
0.38" @ 22' 7 1/16"
4215 lb-ft 1.0 D + 1.0 L - (0)
0.97" L/240
1.0 D + 1.0 L - (0)
1.0 D + 1.0 L - (0)0.48" L/480
Shear
35
Live Load Deflection
43
-2486 lb-ft @ 12' 1 1/2"
1821 lb
Passed - L/777
Passed - 59%
752 lb @ 12' 4 1/4"
-
Total Load Deflection
Passed - 41%
23/32"x48"x96" Weyerhaeuser Edge Gold Panel (0/24) T&G SF - Glue And NailDecking Material & Attachment:
Critical Reaction 1535 lb @ 12' 1 1/2"1.00 1.0 D + 1.0 L - (0)2790 lb (5.25")Passed - 55%
Design Notes:
* Additional considerations for TJ-Pro™ Rating include ceiling.
* Additional considerations for TJ-Pro™ Rating include strapping.
* For TJ-Pro™ Rating calculation the controlling span is considered to be supported by walls.
* Bracing (Lu): All compression edges (top and bottom) must be braced at 4-08-07 o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to
achieve member stability.
* Member design (strength) is based on loads shown in loading section. Pro Rating and CVC ratings, if shown, are based on 1-04-00 o.c. spacing.
Supports:Maximum Loads to Supports
SnowFloor LiveSourceDeadSupportStart : End Roof LiveReq'd Br'g
1 -0" : 4 1/4"1.75"51 lbE10(i187)-303 / -131 lb
2 91 lb11' 10 3/4" : 12' 4 1/4"3.5"404 lbE1(i178)-1132 lb
3 -31' 5 1/4" : 31' 9 1/2"1.75"133 lbE7(i182)-457 / -18 lb
Loads:Maximum Loads on Member
SnowFloor LiveSourceDeadTypeStart : End Roof LiveCombine
Uniform -0" : 31' 9 1/2"-16 lb/ftFC4 Floor Decking -53 lb/ft
Point 91 lb12' 1 1/2" : --76 lbE12(i1366)-38 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.
1/14/2016 11:58:13 AM
b15-0945-rev a-boilard-lot 24 mosher
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File Name:
B15-0945-A
Page 1 of 2
Javelin® Software 5.2.1.324 Design Engine: V6.2.0.25
Member Report
Product is Sufficient for Application and Loads Described
Member Type: FloorJoist | Level: 2nd Floor
Design Passed
Floor Container: FC4 | Label: K32' | Design Tag: i4957
1 piece(s) of 11 7/8" TJI® 230
* Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting.
* The TJ-Pro™ Rating shown above is based on the default decking for the floor container. Special decking (if used) was not used in determination of the TJ-Pro™ Rating.
* 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 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.
1/14/2016 11:58:13 AM
b15-0945-rev a-boilard-lot 24 mosher
DS
File Name:
B15-0945-A
Page 2 of 2
Javelin® Software 5.2.1.324 Design Engine: V6.2.0.25
Design Passed
Member Report
Member Type: Beam | Level: 2nd Floor
Label: TS5-2 | Design Tag: i4947
2 piece(s) of 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
Product is Sufficient for Application and Loads Described
Load Combination - (Load Group)LDF
Member Cut Length:ASD 12' 0"
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)
0.14" @ 5' 11 15/16"
Passed - L/5280.19" @ 5' 11 15/16"
18346 lb-ft 1.0 D + 1.0 S - (0)
0.42" L/240
1.0 D + 1.0 S - (0)
1.0 D + 1.0 S - (0)0.28" L/360
Shear
Live Load Deflection
9361 lb-ft @ 5' 11 13/16"
9878 lb
Passed - L/722
Passed - 51%
3773 lb @ 9' 1 1/8"
-
Total Load Deflection
Passed - 38%
Critical Reaction 7226 lb @ 10' 2 1/2"-1.0 D + 1.0 S - (0)33939 lb (13.38")Passed - 21%
Design Notes:
* Bracing (Lu): All compression edges (top and bottom) must be braced at 12-00-00 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 5043 lb0" : 1' 11"2017 lbE11(i188)-121 / -42 lb
==>-1 1/2" : ---E11(i188)-12 / -42 lb
==>5043 lb1' 9 1/2" : -2.78"2017 lbE11(i188)-109 lb
2 5161 lb10' 1" : 12' 0"2067 lbE9(i186)-121 / -42 lb
==>5161 lb10' 2 1/2" : -2.85"2067 lbE9(i186)-109 lb
==>-11' 10 1/2" : ---E9(i186)-12 / -42 lb
Loads:Maximum Loads on Member
SnowFloor LiveSourceDeadTypeStart : End Roof LiveCombine
Self Weight -0" : 12' 0"-13 lb/ftSelf Weight --
Uniform 845 lb/ft1 1/4" : 12' 0"-330 lb/ftTSCa1(i5171)-13 lb/ft
Point -1 1/4" : ---TSCa1(i5171)-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.
1/14/2016 11:58:13 AM
b15-0945-rev a-boilard-lot 24 mosher
DS
File Name:
B15-0945-A
Page 1 of 2
Javelin® Software 5.2.1.324 Design Engine: V6.2.0.25
Member Report
Product is Sufficient for Application and Loads Described
Member Type: Beam | Level: 2nd Floor
Design Passed
Label: TS5-2 | Design Tag: i4947
2 piece(s) of 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
* 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.
1/14/2016 11:58:13 AM
b15-0945-rev a-boilard-lot 24 mosher
DS
File Name:
B15-0945-A
Page 2 of 2
Javelin® Software 5.2.1.324 Design Engine: V6.2.0.25