Report /2079 set/ s rim s k Li "As-7-2.6)/ -6AJAVELINL I IV
aeiraem hi, W.Ns rir.v.w. Member Report
Floor Container: FC1 I Label:A18 I Design Tag: i95
Design Passed 1 piece(s)of 9 1/2"TJI®110
Member Type:FloorJoist I Level:Main FlEtPIVD
Product is Sufficient for Application and Loads Described JUN
Z 7 2019
CI Ty
BUILD/.\ L:j1Vi- D
U
MIN 111111=111 MIIIMI 1111MIIIIMIMIL1111111111111111111110•11111111111
V
X
1 2
3
408 10-08-08 /308 6-03-08 ,Iy.08
' 17-10-08
Building Code: IBC 2012 Design Methodology: ASD Member Cut Length: 17-10-08 Member Drawing Not to Scale
Design Results: Design @ Location Allowed Result LDF Load Combination-(Load Group)
Critical Reaction 767 lb @ 11-01-12 1935 lb(3.5") Passed-40% 1.00 1.0 D+1.0 L-(0)
Shear 406 lb @ 11-00-00 1220 lb Passed-33% 1.00 1.0 D+1.0 L-(0)
Moment -757 lb-ft @ 11-01-12 2500 lb-ft Passed-30% 1.00 1.0 D+1.0 L-(0)
Live Load Deflection 0.06"@ 5-03-04 0.27"U480 Passed-L/999 - 1.0 D+1.0 L-(0)
Total Load Deflection 0.08"@ 5-02-15 0.55"L/240 Passed-L/999 - 1.0 D+1.0 L-(0)
TJ Pro Rating 48 40 Passed
Decking Material&Attachment 1 1/8"x48"x96"Weyerhaeuser Edge Gold Panel(0/48)T&G FF - Glue And Nail
Design Notes:
*For TJ-Prom"Rating calculation the controlling span is considered to be supported by beams.
*Top Edge Bracing(Lu):Top compression edge must be braced at 6-01-00 o/c unless detailed otherwise.
*Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 5-10-00 o/c unless detailed otherwise.
*Member design(strength)is based on loads shown in loading section. TJ-Promm Rating,if shown,is based on 2-08-00 o.c.spacing.
Supports: Maximum Loads to Supports
Support Start:End Req'd Brg Source Dead Floor Live Roof Live Snow
1 0:3-08 1.75" BBO1(i34) 59 lb 247/-10 lb - -
2 11-00-00:11-03-08 3.5" BBO2(i35) 154 lb 616 lb - -
3 17-07-00:17-10-08 1.75" F26(i29) 24 lb 175/-77 lb - -
Loads: Maximum Loads on Member
Type Start:End Combine Source Dead Floor Live Roof Livenow
Uniform 1-12:17-10-08 - FC1 Floor Decking 13 lb/ft 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 T^'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 TM Rating.
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reiiAVELIN.
Member Report
'g r by *4
'+" `zwy
Floor Container:FC1 I Label:Al 8 I Design Tag: i95
Design Passed 1 piece(s)of 9 1/2"TJI®110
Member Type:FloorJoist Level:Main
Product is Sufficient for Application and Loads Described
*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.
(4)5t.15TA1NA8tE fORESTRt*1111.'VE
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JAVELIN
Member Report
,rr..,io la, war.r..."are
Floor Container:FC1 I Label:Al2 I Design Tag: 193
Design Passed 1 piece(s)of 9 1/2"TJI®110
Member Type:FloorJoist I Level:Main
Product is Sufficient for Application and Loads Described
1 2
338 10-08.08 /3/-38
11-03-0a 11/
Building Code: IBC 2012 Design Methodology: ASD Member Cut Length: 11-03-08 Member Drawing Not to Scale
Design Results: Design @ Location Allowed Result LDF Load Combination-(Load Group)
Critical Reaction 367 lb @ 2-08 1375 lb(3.5") Passed-27% 1.00 1.0 D+1.0 L-(0)
.
Shear 357 lb @ 3-08 1220 lb Passed-29% 1.00 1.0 D+1.0 L-(0)
MomentIIII 986 lb-ft @ 5-07-12 2500 lb-ft Passed-39% 1.00 1.0 D+1.0 L-(0)
Live Load Deflection 1 0.09"@ 5-07-12 0.27"U480 Passed-U999 - 1.0 D+1.0 L-(0)
Total Load Deflection r 0.11"@ 5-07-12 0.54"U240 Passed-U999 - 1.0 D+1.0 L-(0)
TJ Pro Rating 46 40 Passed
Decking Material&Attachment: 1 1/8"x48"x96"Weyerhaeuser Edge Gold Panel(0/48)T&G FF - Glue And Nail
Design Notes:
For TJ-ProTm Rating calculation the controlling span is considered to be supported by beams.
Top Edge Bracing(Lu):Top compression edge must be braced at 5-01-00 o/c unless detailed otherwise.
Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 11-04-00 0/c unless detailed otherwise.
*Member design(strength)is based on loads shown in loading section. TJ-ProT"Rating,if shown,is based on 2-08-00 o.c.spacing.
Supports: Maximum Loads to Supports
Support Start:End Read Bea SJAMft Dead Floor Live Roof Livenow
1 0:3-08 1.75" BBO1(i34) 731b 293 lb - -
2 11-00-00:11-03-08 1.75" BBO2(i35) 73 lb 293 lb - -
Loads: Maximum Loads on Member
Type Start:End Combine Source Dead Floor Live Roof Live now
Uniform 1-12:11-01-12 - FC1 Floor Decking 13lb/ft 53 lb/ft - -
Errors.Warninas.&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-ProTM 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-Prone Rating.
Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15
File Name: SP19-344 Javelin®Software 6.1.0.25 Design Engine:V7.0.1.1
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3 Ar E L I Member Report
a a F *' Floor Container: FC1 I Label:Al2 I Design Tag: 03
Design Passed 1 piece(s)of 9 1/2"TJI®110
Member Type:FloorJoist(Level:Main
Product is Sufficient for Application and Loads Described
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.
0 SUSTAINAtkE 1OF:E5TRf NITLA VE
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5/29/2019 10:22:08 AM
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, eliiiAVy E.LWyar �I .N- Member Report
syby
Floor Container:FC1 I Label:A23 I Design Tag: i83
Design Passed 1 piece(s)of 9 1/2"TJI®110
Member Type:Joist As Flush Beam I Level:Main
Product is Sufficient for Application and Loads Described
11=1111,11111111111111111111•11•11W L L L L
\/ v
A 1
1 2 3
408 10-08-08 /3-08 10-10-08 4-08
x 22-05-08 /
Building Code: IBC 2012 Design Methodology: ASD Member Cut Length: 22-05-08 Member Drawing Not to Scale
Design Results: Design @ Location Allowed Result LDF Load Combination-(Load Group)
Critical Reaction 1370 lb @ 11-01-12 1935 lb(3.5") Passed-71% 1.00 1.0 D+1.0 L-(0)
Shear 691 lb @ 11-11-03 1220 lb Passed-57% 1.00 1.0 D+1.0 L-(0)
Moment -1250 lb-ft @ 11-01-12 2500 lb-ft Passed-50% 1.00 1.0 D+1.0 L-(0)
Live Load Deflection 0.11"@ 5-05-11 0.27"L/480 Passed-L/999 - 1.0 D+1.0 L-(0)
Total Load Deflection 0.13"@ 17-00-09 0.56"L/240 Passed-L/999 - i 1.0 D+1.0 L-(0)
Design Notes:
*Top Edge Bracing(Lu):Top compression edge must be braced at 5-07-00 o/c unless detailed otherwise.
*Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 4-06-00 o/c unless detailed otherwise.
*Member design(strength)is based on loads shown in loading section. TJ-ProTM Rating,if shown,is based on 2-08-00 o.c.spacing.
Supports: Maximum Loads to Supports
Support Start:End Read Br's Source Dead Floor Live Roof Live Snow
1 0:3-08 1.75" BBO2(i35) 56 lb 268/-45 lb - -
2 11-00-00:11-03-08 3.5" BBO3(i36) 263 lb 1077 lb - -
3 22-02-00:22-05-08 1.75" BBO4(i37) 56 lb 268/-44 lb - -
Loads: Maximum Loads on Member
Type Start:End Qomloirie Source Dead Floor Live Roof Livenow
Uniform 1-12:22-03-12 - FC1 Floor Decking 5 lb/ft 20 lb/ft - -
Uniform 1-12:9-11-05 - FC1 Floor Decking 8 lb/ft 34 lb/ft - -
Uniform 11-11-03:22-03-12 - FC1 Floor Decking 8 lb/ft 34 lb/ft - -
Point 9-11-05:- - A3(i81) 43 lb 197 lb - -
Point 11-11-03:- - A3(i82) 53 lb 213 lb - -
Reinforcing Accessories:
Support/Location Accessory Product(s)
11-11-03 (2)5/8"or 3/4"Backer Blocks
9-11-05 (2)5/8"or 3/4"Backer Blocks
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eti-- JAVELIpMN. Member Report
Floor Container:FC1 I Label:A23 I Design Tag: i83
Design Passed 1 piece(s)of 9 1/2"TJI®110
Member Type:Joist As Flush Beam I Level:Main
Product is Sufficient for Application and Loads Described
Errors.Warnings.&Notes:
'This member was designed as a girder member due to load and/or framing conditions. TJ-ProT""Rating,and other joist member modifiers were not used in the design of this
member.
*If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope.
*The member graphic,dimensions,and locations shown on this report are based on the centerline of the member.
'Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting.
*Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly
disclaims any other warranties related to the software. Refer to current literature for installation details. (woodbywy.com) Use of this software is not intended to circumvent the
need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is 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.
(tTJ SL1'TAINfi£SIE FORESTRY tN(Ra1VE
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•
• 'JAVELIN'
A � E `I N Member Report
byyh
Floor Container: FC1 I Label:A3 I Design Tag:i82
Design Passed 1 piece(s)of 9 1/2"TJI®110
Member Type:Joist As Flush Beam i Level:Main
Product is Sufficient for Application and Loads Described
J L 1J, J I
In
M
1 2
3-00-00 r
/
3-00-00 /
Building Code: IBC 2012 Design Methodology: ASD Member Cut Length: 3-00-00 Member Drawing Not to Scale
Design Results: Design @ Location Allowed Result LDF Load Combination-(Load Group)
Critical Reaction 298 lb @ 0 910 lb(1.75") Passed-33% 1.00 1 1.0 D+1.0 L-(0)
.
Shear 298 lb @ 0 1220 lb Passed-24% 1.00 1.0 D+1.0 L-(0)
Moment 363 lb-ft @ 1-04-10 2500 lb-ft Passed-15% 1.00 1.0 D+1.0 L-(0)
Live Load Deflection 0.01"@ 1-04-10 0.07"L/480 Passed-L/999 1.0 D+1.0 L-(0)
Total Load Deflection 0.01"@ 1-04-10 0.15"L/240 Passed-U999 - 1 1.0 D+1.0 L-(0)
Design Notes:
Top Edge Bracing(Lu):Top compression edge must be braced at 3-00-00 o/c unless detailed otherwise.
*Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 3-00-00 0/c unless detailed otherwise.
*Member design(strength)is based on loads shown in loading section. TJ-ProTM'Rating,if shown,is based on 2-08-00 o.c.spacing.
Supports: Maximum Loads to Supports
Support Start:End Read Beg Source Dead Floor Live Roof Live Snow
1 0:0 1.75" A23(i85) 60 lb 239 lb - -
2 3-00-00:- 1.75" A23(i83) 53 lb 213 lb - -
Loads: Maximum Loads on Member
Type Start:End Combine ounce Dead Floor Live Roof Live Snow
Uniform 0:3-00-00 - FC1 Floor Decking 10 Ib/ft 40 lb/ft - -
Point 1-04-10:- - A11(i74) 82 lb 327 lb - -
Connector Information: Nailing Requirements
Support Manufacturer Model Lo Face Member Min.Seat Length Other Information
1 SST IUS1.81/9.5 Not Applicable 8-10d x 1-1/2 Not Applicable 1.75" Minimum seat length reported is based on the design load
2 SST IUS1.81/9.5 Not Applicable 8-10d x 1-1/2 Not Applicable 1.75" Minimum seat length reported is based on the design load
Reinforcing Accessories:
Support/Location Accessory Product(s)
1-04-10 (2)5/8"or 3/4"Backer Blocks
File Name: SP19-344 Javelin®Software 6.1.0.25 Design Engine:V7.0.1.1
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4JAVELIN '
Member Report
y `beY
Floor Container:FC1 I Label:A3 I Design Tag:i82
Design Passed 1 piece(s)of 9 1/2"TJI®110
Member Type:Joist As Flush Beam I Level:Main
Product is Sufficient for Application and Loads Described
Errors.Warnings.&Notes:
*This member was designed as a girder member due to load and/or framing conditions. TJ-ProTM Rating,and other joist member modifiers were not used in the design of this
member.
*If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope.
*The member graphic,dimensions,and locations shown on this report are based on the centerline of the member.
Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting.
*Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly
disclaims any other warranties related to the software. Refer to current literature for installation details. (woodbywy.com) Use of this software is not intended to circumvent the
need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is 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.
(tT)
SUSTAIN/46U FORESTRY a r1LA1VE
File Name: SP19-344 Javelin®Software 6.1.0.25 Design Engine:W.0.1.1
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JAVELIN Member Report
Floor Container:FC1 I Label:A26 I Design Tag:i76
Design Passed 1 piece(s)of 9 1/2"TJI®110
Member Type:FloorJoist I Level:Main
Product is Sufficient for Application and Loads Described
I
J X
LU
2 3
1 4
4 7-07-08 to-08-08 ��oe 6-03-08 f2-08
/
25-09-08 /
Building Code: IBC 2012 Design Methodology: ASD Member Cut Length: 25-09-08 Member Drawing Not to Scale
Design Results: Design @ Location Allowed Result of Load Combination-(Load Grouol
Critical Reaction 845 lb @ 8-00-12 1935 lb(3.5") Passed-44% 1.00 1.0 D+1.0 L-(0)
Shear 451 lb @ 7-11-00 1220 lb Passed-37% 1.00 1.0 D+1.0 L-(0)
Moment -737 lb-ft @ 8-00-12 2500 lb-ft Passed-29% 1.00 1.0 D+1.0 L-(0)
Live Load Deflection 0.04"@ 3-11-13 0.20"U480 Passed-L/999 - 1.0 D+1.0 L-(0)
Total Load Deflection 0.04"@ 3-11-03 0.39"U240 Passed-U999 - 1.0 D+1.0 L-(0)
TJ Pro Rating 47 40 Passed
Decking Material&Attachment: 1 1/8"x48"x96"Weyerhaeuser Edge Gold Panel(0/48)T&G FF - Glue And Nail
Design Notes:
'For TJ-Prom,Rating calculation the controlling span is considered to be supported by beams.
Top Edge Bracing(Lu):Top compression edge must be braced at 6-07-00 o/c unless detailed otherwise.
Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 5-11-00 o/c unless detailed otherwise.
*Member design(strength)is based on loads shown in loading section. TJ-ProTM Rating,if shown,is based on 2-08-00 o.c.spacing.
Supports: Maximum Loads to Supports
Support Start:End Req'd Br'g Source Dead Floor Live Roof Livenow
1 0:3-08 1.75" F30(125) 67 lb 307/-40 lb - -
2 7-11-00:8-02-08 3.5" BBO1(i34) 166 lb 678 lb - -
3 18-11-00:19-02-08 3.5" BBO2(i35) 112 lb 495 lb - -
4 25-06-00:25-09-08 1.75" F26(i29) 28 lb 166/-53 lb - -
Loads: Maximum Loads on Member
Type Start:End Combine Source Dead Floor Live Roof Livenow
Uniform 0:25-09-08 - FC1 Floor Decking 7 lb/ft 27 lb/ft - -
Uniform 0:8-00-12 - FC1 Floor Decking 13 lb/ft 53 lb/ft - -
Uniform 8-00-12:25-09-08 - FC1 Floor Decking 5 lb/ft 20 lb/ft - -
Point 5:- - FC1 Floor Decking - 1 lb - -
Errors.Warnings.&Notes:
*CAUTION:This member is spaced wider than the user-defined preference setting for maximum member spacing.
File Name: SP19-344 Javelin®Software 6.1.0.25 Design Engine:V7.0.1.1
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daliAVELIN Member Report
• aafirbf* bf WtTarar.naa*
Floor Container:FC1 I Label:A26 I Design Tag: i76
Design Passed 1 piece(s)of 9 1/2"TJI®110
Member Type:FloorJoist I Level:Main
Product is Sufficient for Application and Loads Described
*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 TM 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 TM 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.
(t}�;atr.TAlNA6tE fORESTRY INRW}VE
File Name: SP19-344 Javelin®Software 6.1.0.25 Design Engine:V7.0.1.1
5/29/2019 10:22:08 AM
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•
•
' JAVELIN 'r Member Report
ilittuata
hi
Y �
Floor Container:FC1 I Label:All I Design Tag:i74
Design Passed 1 piece(s)of 9 1/2"TJI®110
Member Type:FloorJoist I Level:Main
Product is Sufficient for Application and Loads Described
1 1 1 1 I A, J, A, I_ I J, I J, 1
I A, 1 .I .I .I J, i I J, 1 1 .I, 11
1N
N
II
1
2
10-01-15
10-05-07 ''
Building Code: IBC 2012 Design Methodology: ASD Member Cut Length: 10-05-07 Member Drawing Not to Scale
Design Results: Desian @ Location Allowed Result LDF Load Combination-(Load Growl
Critical Reaction 403 lb @ 0 910 lb(1.75") Passed-44% 1.00 1.0 D+1.0 L-(0)
Shear 1 4031b @ 0 1220 lb Passed-33% 1.00 1.0 D+1.0 L-(0)
-I-
Moment
Moment
1 i 1032 lb-ft @ 5-01-08 2500 lb-ft Passed-41% 1.00 1.0 D+1.0 L-(0)
Live Load Deflection 0.09"@ 5-01-08 0.26"1/480 Passed-L/999 - 1.0 D+1.0 L-(0)
Total Load Deflection 0.11"@ 5-01-08 0.51"L/240 Passed-11999 - 1.0 D+1.0 L-(0)
TJ Pro Rating 49 40 Passed
Decking Material&Attachment 1 1/8"x48"x96"Weyerhaeuser Edge Gold Panel(0/48)T&G FF - Glue And Nail
Design Notes:
•For TJ-ProfM Rating calculation the controlling span is considered to be supported by beams.
•Top Edge Bracing(Lu):Top compression edge must be braced at 4-11-00 0/c unless detailed otherwise.
Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 10-05-00 0/c unless detailed otherwise.
*Member design(strength)is based on loads shown in loading section. TJ-Prow Rating,if shown,is based on 2-08-00 o.c.spacing.
Supports: Maximum Loads to Supports
Support Start:End Read Br'q Source Dead Floor Live Roof LiveSnow
1 0:- 1.75" A3(i82) 82 lb 327 lb - -
2 10-01-15:10-05-07 1.75" BBO4(i37) 81 lb 323 lb - -
Loads: Maximum Loads on Member
Tie Start:End Combine Source Dead Floor Live Roof Livenow
Uniform 0:10-03-11 - FC1 Floor Decking 8 lb/ft 34 lb/ft - -
Uniform 0:10-01-15 - FC1 Floor Decking 7 Ib/ft 29 lb/ft - -
Point 10-02-13:- - FC1 Floor Decking - 1 lb - -
Connector Information: Nailing Requirements
Support Manufacturer Model TTo Face Member Min.Seat Length Other Information
1 SST IUS1.81/9.5 Not Applicable 8-10d x 1-1/2 Not Applicable 1.75" Minimum seat length reported is based on the design load
Errors,Warnings,&Notes:
File Name: SP19-344 Javelin®Software 6.1.0.25 Design Engine:V7.0.1.1
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4JAVELIN Member Report
aet baro bV NPa ya rtes s.aY•
Floor Container:FC1 I Label:All I Design Tag: i74
Design Passed 1 piece(s)of 9 1/2"TJI®110
Member Type:FloorJoist I Level:Main
Product is Sufficient for Application and Loads Described
*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-ProTM 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-ProTM 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.
SUSTAINAt34E FORESTRY MRIAlvE
File Name: SP19-344 Javelin®Software 6.1.0.25 Design Engine:V7.0.1.1
5/29/2019 10:22:08 AM
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GJAVELIN Member Report
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Floor Container:FC1 I Label:A30 I Design Tag:i72
Design Passed 1 piece(s)of 9 1/2"TJI®110
Member Type:FloorJoist I Level:Main
Product is Sufficient for Application and Loads Described
N A
2 3
1 4
x-08 11-01-08 :--oa 10-08-08 4. 6-03-08 4--08
t29-03-08 /
Building Code: IBC 2012 Design Methodology: ASD Member Cut Length: 29-03-08 Member Drawing Not to Scale
Design Results: Design @ Location Allowed Result IMF Load Combination-(Load Group)
Critical Reaction 1766 lb @ 11-06-12 1935 lb(3.5") Passed-91% 1.00 1.0 D+1.0 L-(0)
Shear 828 Ib @ 11-05-00 1220 lb Passed-68% 1.00 1.0 D+1.0 L-(0)
Moment -1906 lb-ft @ 11-06-12 2500 lb-ft Passed-76% 1.00 1.0 D+1.0 L-(0)
Live Load Deflection 0.16"@ 5-06-14 0.28"U480 Passed-L/869 - 1.0 D+1.0 L-(0)
Total Load Deflection 0.19"@ 5-06-03 0.57"L/240 Passed-L/727 - 1.0 D+1.0 L-(0)
TJ Pro Rating 46 40 Passed
Decking Material&Attachment: 1 1/8"x48"x96"Weyerhaeuser Edge Gold Panel(0/48)T&G FF - Glue And Nail
Design Notes:
"For TJ-Pron4 Rating calculation the controlling span is considered to be supported by beams.
"Top Edge Bracing(Lu):Top compression edge must be braced at 3-11-00 o/c unless detailed otherwise.
*Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 3-06-00 o/c unless detailed otherwise.
"Member design(strength)is based on loads shown in loading section. TJ-Prom Rating,if shown,is based on 2-08-00 o.c.spacing.
Supports: Maximum Loads to Supports
Support Start:End Read Br"q Source Dead Floor Live Roof Livenow
1 0:3-08 1.75" F28(i32) 127 lb 561/-52lb - -
2 11-05-00:11-08-08 3.5" BBO1(i34) 347 lb 1418 lb - -
3 22-05-00:22-08-08 3.5" BBO2(i35) 246 lb 1143 lb - -
4 29-00-00:29-03-08 1.75" F26(i29) 66 lb 3921-127 lb - -
Loads: Maximum Loads on Member
Type Start:End Combine Source Dead Floor Live Roof Live anolky
Uniform 0:29-03-08 - FC1 Floor Decking 27 lb/ft 107 lb/ft - -
Errors.Warnings.&Notes:
*CAUTION:This member is spaced wider than the user-defined preference setting for maximum member spacing.
*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.
File Name: SP19-344 Javelin®Software 6.1.0.25 Design Engine:V7.0.1.1
5/29/2019 10:22:08 AM
Page 1 of 2
PDF created with odfFactory Pro trial version www.Ddffactorv.com
1 AJ A, V E L I Member Report
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Floor Container:FC1 I Label:A30 I Design Tag: i72
Design Passed 1 piece(s)of 9 1/2"TJI®110
Member Type:FloorJoist l Level:Main
Product is Sufficient for Application and Loads Described
*Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting.
*The TJ-ProTM 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 TM 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.
([}�StfTAINr' E FORESTIZY 041TIA-vvE
File Name: SP19-344 Javelin®Software 6.1.0.25 Design Engine:V7.0.1.1
5/29/2019 10:22:08 AM
Page 2 of 2
PDF created with DdfFactory Pro trial version www.Ddffactorv.corn
etaJAVE*L I"N'
Member Report
Floor Container:FC1 I Label:A34 I Design Tag: i70
Design Passed 1 piece(s)of 9 1/2"TJI®110
Member Type:FloorJoist I Level:Main
Product is Sufficient for Application and Loads Described
A a X
1 2 3
4
408 io-os-0eoe 10-08-08 30e 11-01-08 doe
33-08-08 7/
Building Code: IBC 2012 Design Methodology: ASD Member Cut Length: 33-08-08 Member Drawing Not to Scale
Design Results: Design @ Location Allowed Result l DE Load Combination-(Load Group)
Critical Reaction 1290 lb @ 22-01-12 1935 lb(3.5") Passed-67% 1.00 1.0 D+1.0 L-(0)
Shear 6 624 lb @ 22-03-08 1220 lb Passed-51% 1.00 1.0 D+1.0 L-(0)
Moment -1398 lb-ft @ 22-01-12 2500 lb-ft Passed-56% 1.00 1.0 D+1.0 L-(0)
Live Load Deflection I 0.12"@ 28-01-02 0.28"U480 Passed-L/999 - 1.0 D+1.0 L-(0)
—"—
Total Load Deflection ; 0.14"@ 28-01-14 0.57"L/240 Passed-L/971 - 1.0 D+1.0 L-(0)
TJ Pro Rating 46 40 Passed
Decking Material&Attachment 1 1/8"x48"x96"Weyerhaeuser Edge Gold Panel(0/48)T&G FF - Glue And Nail
Design Notes:
'For TJ-ProTM Rating calculation the controlling span is considered to be supported by beams.
'Top Edge Bracing(Lu):Top compression edge must be braced at 4-07-00 o/c unless detailed otherwise.
*Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 4-02-00 o/c unless detailed otherwise.
*Member design(strength)is based on loads shown in loading section. TJ-Pro TM Rating,if shown,is based on 2-08-00 o.c.spacing.
Supports: Maximum Loads to Supports
Support Start:End Read Br'q Source Dead Floor Live Roof LiveSnow
1 0:3-08 1.75" BBO1(i34) 50 Ib 242/-43 Ib - -
2 11-00-00:11-03-08 3.5" BBO2(i35) 179 lb 810 lb - -
3 22-00-00:22-03-08 3.5" BBO3(i36) 248 lb 1042 lb - -
4 33-05-00:33-08-08 1.75" F22(126) 93 Ib 4131-41 lb - -
Loads: Maximum Loads on Member
Tvce Start:End Combine Dead Floor Live Roof Live Snow
Uniform 1-12:11-01-12 - FC1 Floor Decking 12 lb/ft 48 lb/ft - -
Uniform 11-01-12:33-08-08 - FC1 Floor Decking 19 lb/ft 78 lb/ft - -
Errors.Warnings,&Notes:
'CAUTION:This member is spaced wider than the user-defined preference setting for maximum member spacing.
*If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope.
File Name: SP19-344 Javelin®Software 6.1.0.25 Design Engine:V7.0.1.1
5/29/2019 10:22:08 AM
Page 1 of 2
PDF created with DdfFactory Pro trial version www.Ddffactorv.com
eliJAVELIN Member Report
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Floor Container:FC1 I Label:A34 I Design Tag:i70
Design Passed 1 piece(s)of 9 1/2"TJI®110
Member Type:FloorJoist I Level:Main
Product is Sufficient for Application and Loads Described
*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-ProTM 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-Prou"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.
SUSTTINA8 E ESTR't*JIT1A1VE
File Name: SP19-344 Javelin®Software 6.1.0.25 Design Engine:V7.0.1.1
5/29/2019 10:22:08 AM
Page 2 of 2
PDF created with DdfFactory Pro trial version www.odffactorv.com
JAVELIN Member Report
Floor Container:FC1 I Label:A28 I Design Tag: i103
Design Passed 1 piece(s)of 9 1/2"TJI®110
Member Type:FloorJoist I Level:Main
Product is Sufficient for Application and Loads Described
1 1 1 J 1 1 1 I 1 1 1 1
X X
1 2 3
,��ly' ,Iy' ,Iy' 4
"41-12 10-08-08 "348 10-10-08 J3-08 /
4-07-08 ,I/'oe
/
27-02-12 "I
Building Code: IBC 2012 Design Methodology: ASD Member Cut Length: 27-02-12 Member Drawing Not to Scale
Design Results: Design @ Location Allowed Result LDF Load Combination-(Load Grouol
Critical Reaction 1729 lb @ 11-00-00 1935 lb(3.5") Passed-89% 1.00 1.0 D+1.0 L-(0)
Shear 802 lb @ 10-10-04 1220 lb Passed-66% 1.00 1.0 D+1.0 L-(0)
Moment -1825 lb-ft @ 11-00-00 2500 lb-ft Passed-73% 1.00 1.0 D+1.0 L-(0)
Live Load Deflection 0.14"@ 5-02-08 0.27"U480 Passed-U959 - 1.0 D+1.0 L-(0)
Total Load Deflection 0.16"@ 5-01-12 0.55"L/240 Passed-U806 - 1.0 D+1.0 L-(0)
TJ Pro Rating 47 40 Passed
Decking Material&Attachment: 1 1/8"x48"x96"Weyerhaeuser Edge Gold Panel(0/48)T&G FF - Glue And Nail
Design Notes:
For TJ-Prov.Rating calculation the controlling span is considered to be supported by beams.
Top Edge Bracing(Lu):Top compression edge must be braced at 4-02-00 o/c unless detailed otherwise.
Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 3-07-00 0/c unless detailed otherwise.
Member design(strength)is based on loads shown in loading section. TJ-Prom'Rating,if shown,is based on 2-08-00 o.c.spacing.
Suoaorts: Maximum Loads to Supports
Support Start:End Req'd Br'g Source Dead Floor Live Roof Livenow
1 0:1-12 1.75" BBO2(i35) 115 lb 513/-54 lb - -
2 10-10-04:11-01-12 3.5" BBO3(i36) 343 lb 1386 lb - -
3 22-00-04:22-03-12 3.5" BBO4(i37) 237 lb 1114 lb - -
4 26-11-04:27-02-12 1.75" F20(i22) 35 lb 334/-196 lb - -
Loads: Maximum Loads on Member
Tvoe Start:End Combine Source Dead Floor Live Roof Livenow
Uniform 0:27-02-12 - FC1 Floor Decking 27 lb/ft 107 lb/ft - -
Errors.Warnings.&Notes:
*CAUTION:This member is spaced wider than the user-defined preference setting for maximum member spacing.
*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.
File Name: SP19-344 Javelin®Software 6.1.0.25 Design Engine:V7.0.1.1
5/29/2019 10:22:08 AM
Page 1 of 2
PDF created with DdfFactory Pro trial version www.Ddffactorv.com
de J AVEr E y`yre I N Member Report
Floor Container:FC1 I Label:A28 I Design Tag:1103
Design Passed 1 piece(s)of 9 1/2"TJI®110
Member Type:FloorJoist I Level:Main
Product is Sufficient for Application and Loads Described
*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 T""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.
SUSTAINA81E fORESTRY MS1TIA1VE
File Name: SP19-344 Javelin®Software 6.1.0.25 Design Engine:V7.0.1.1
5/29/2019 10:22:08 AM
Page 2 of 2
PDF created with DdfFactory Pro trial version www.Ddffactorv.com