b15-0945-rev a-boilard-lot 24 mosher First Floor Calc PackLoad Distribution Complete
Member Report
Member Type: Beam | Level: 1st Floor
Label: SS5-2 | Design Tag: i5139
2 piece(s) of 2 X 12 SPF No.2
Loading and support reactions have been established for this member
Load Combination - (Load Group)LDF
Member Cut Length:ASD 12' 9"
Design Results:
Member Drawing Not to ScaleBuilding Code:
Result
IBC 2012 Design Methodology:
AllowedDesign @ Location
Calculated design results for this member, if any, are shown.
(If no results are shown, the member has not been designed.)
Member has not been designed
Supports:Maximum Loads to Supports
SnowFloor LiveSourceDeadSupportStart : End Roof LiveReq'd Br'g
1 -1" : 4 1/2"-150 lbPBO2(i121)-303 lb
2 -12' 5" : 12' 9"-66 lbF6(i108)-66 lb
Loads:Maximum Loads on Member
SnowFloor LiveSourceDeadTypeStart : End Roof LiveCombine
Self Weight -0" : 12' 9"-7 lb/ftSelf Weight --
Uniform -0" : 4 1/2"-8 lb/ftFC1 Floor Decking -27 lb/ft
Uniform -4 1/2" : 12' 5"-3 lb/ftFC1 Floor Decking -11 lb/ft
Uniform -12' 5" : 12' 9"-3 lb/ftFC1 Floor Decking -8 lb/ft
Point -3" : --79 lbSS7-2(i5094)-223 lb
Point -12' 5" : ---FC1 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 11:56:52 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
Member Report
Loading and support reactions have been established for this member
Member Type: Beam | Level: 1st Floor
Load Distribution Complete
Label: SS5-2 | Design Tag: i5139
2 piece(s) of 2 X 12 SPF No.2
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 11:56:52 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
Load Distribution Complete
Member Report
Member Type: Beam | Level: 1st Floor
Label: SS3-2 | Design Tag: i5133
2 piece(s) of 2 X 12 SPF No.2
Loading and support reactions have been established for this member
Load Combination - (Load Group)LDF
Member Cut Length:ASD 19' 9"
Design Results:
Member Drawing Not to ScaleBuilding Code:
Result
IBC 2012 Design Methodology:
AllowedDesign @ Location
Calculated design results for this member, if any, are shown.
(If no results are shown, the member has not been designed.)
Member has not been designed
Supports:Maximum Loads to Supports
SnowFloor LiveSourceDeadSupportStart : End Roof LiveReq'd Br'g
1 -0" : 4"-56 lbF8(i106)-188 / -48 lb
2 -7' 1" : 7' 4 1/2"-297 lbPBO3(i122)-634 lb
3 -19' 5" : 19' 9"-82 lbF6(i108)-156 / -10 lb
Loads:Maximum Loads on Member
SnowFloor LiveSourceDeadTypeStart : End Roof LiveCombine
Self Weight -0" : 19' 9"-7 lb/ftSelf Weight --
Uniform -0" : 7' 4 1/2"-16 lb/ftFC1 Floor Decking -53 lb/ft
Uniform -7' 4 1/2" : 19' 5"-9 lb/ftFC1 Floor Decking -28 lb/ft
Uniform -19' 5" : 19' 9"-8 lb/ftFC1 Floor Decking -26 lb/ft
Point -7' 3" : --64 lbSS7-2(i5094)-171 lb
Point -19' 5" : ---FC1 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 11:56:52 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
Member Report
Loading and support reactions have been established for this member
Member Type: Beam | Level: 1st Floor
Load Distribution Complete
Label: SS3-2 | Design Tag: i5133
2 piece(s) of 2 X 12 SPF No.2
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 11:56:52 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
Load Distribution Complete
Member Report
Member Type: Beam | Level: 1st Floor
Label: SS7-2 | Design Tag: i5094
2 piece(s) of 2 X 12 SPF No.2
Loading and support reactions have been established for this member
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
Calculated design results for this member, if any, are shown.
(If no results are shown, the member has not been designed.)
Member has not been designed
Supports:Maximum Loads to Supports
SnowFloor LiveSourceDeadSupportStart : End Roof LiveReq'd Br'g
1 -0" : 0"-64 lbSS3-2(i5133)-171 lb
2 -3' 4 1/2" : --79 lbSS5-2(i5139)-223 lb
Loads:Maximum Loads on Member
SnowFloor LiveSourceDeadTypeStart : End Roof LiveCombine
Self Weight -0" : 3' 4 1/2"-7 lb/ftSelf Weight --
Point -1' 3" : --60 lbSS6(i5058)-199 lb
Point -2' 7" : --58 lbSS6(i5126)-195 lb
Connector Information:Nailing Requirements
Other InformationMemberTopFaceSupportManufacturerMin. Seat LengthModel
1 SST THAI-2(W=3.125)2- 10d common4- 10d common N/A2- 10d x 1-1/2
2 SST WP211.25-2X Not Applicable2- 10d x 1-1/2 N/A2- 10d x 1-1/2
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 11:56:52 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
Member Report
Loading and support reactions have been established for this member
Member Type: Beam | Level: 1st Floor
Load Distribution Complete
Label: SS7-2 | Design Tag: i5094
2 piece(s) of 2 X 12 SPF No.2
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 11:56:52 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 Passed
Member Report
Member Type: Beam | Level: 1st Floor
Label: TS1-3 | Design Tag: i4936
3 piece(s) of 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Product is Sufficient for Application and Loads Described
Load Combination - (Load Group)LDF
Member Cut Length:ASD 16' 10"
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)
0.12" @ 12' 9"
Passed - L/6610.15" @ 12' 9 15/16"
15633 lb-ft 1.0 D + 1.0 L - (0)
0.41" L/240
1.0 D + 1.0 L - (0)
1.0 D + 1.0 L - (0)0.27" L/360
Shear
Live Load Deflection
-9224 lb-ft @ 8' 5"
10308 lb
Passed - L/799
Passed - 59%
4967 lb @ 7' 4 3/4"
-
Total Load Deflection
Passed - 48%
Critical Reaction 14906 lb @ 2 1/2"-1.0 D + 0.75 L + 0.75 S - (0)18375 lb (4")Passed - 81%
Design Notes:
* Bracing (Lu): All compression edges (top and bottom) must be braced at 16-10-00 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 4278 lb0" : 4"3.24"5530 lbF8(i106)-8731 / -427 lb
2 -158 lb8' 2 1/4" : 8' 7 3/4"2.92"2515 lbPBO1(i117)-8217 lb
3 26 lb16' 6" : 16' 10"1.5"783 lbF11(i173)-2767 / -389 lb
Loads:Maximum Loads on Member
SnowFloor LiveSourceDeadTypeStart : End Roof LiveCombine
Self Weight -0" : 16' 10"-16 lb/ftSelf Weight --
Tapered -4" : 15' 0"-242 To 249 lb/ftSmoothed Load -807 To 829 lb/ft
Point 4147 lb1 1/4" : --4616 lbSSBk1(i5189)-5735 lb
Point -15' 8" : --350 lbSS1(i5075)-1167 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 11:56:52 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: 1st Floor
Design Passed
Label: TS1-3 | Design Tag: i4936
3 piece(s) of 1 3/4" x 9 1/2" 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 11:56:52 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