Report m (�(. C 2-c-F3
��JAVELIN Member Re ort k.0 W LA cm '^ ',true
>° ,n,,,,. by WeYe,Fneu>e,
Floor Container:FC1 I Label:A37 I Design Tag:i254
Design Passed 1 piece(s)of 9 112"TJI@ 110
Member Type:FloorJoist I Level:Main �{/
Product is Sufficient RcientforApplicationandLoadsDescribed 11 `ECEI " ED
JUL 2 2 202U
CITY OF TIGARD
BUILDING DIVISION
2 3 4
1 5
3-08 6-05-08 3-08 6-00-08 3-08 11-04-08 3-08 11-07-08 3-08
36-11.-08
Building Code: IBC 2012 Design Methodology: ASD Member Cut Length: 36-11-08 Member Drawing Not to Scale
Design Results: Design(o),Location Allowed Result LDF Load Combination-(Load Growl
Critical Reaction • 1859 lb @ 24-10-12 1935 lb(3.5") Passed-96% 1 00 1.0 D+1.0 L-(0)
Shear i 86816 0 25-00-08 1220 lb Passed-71% 1.00 • 1.0 D+1.0 L-(0)
Moment -2110 lb-ft @ 24-10-12 2500 lb-ft Passed-84% 1.00 1.0 D+1.0 L-(0)
Live Load Deflection 0.18"@ 31-01-15 0.30"L/480 Passed L/785 1.0 D+1.0 L-(0)
Total Load Deflection 0.22"@ 31-02-11 0.59'U240 Passed L/659 1 1.0 D+1.0 L-(0)
TJ Pro Rating 44 40 Passed
Decking Material&Attachment: 1 1/8"x48"x96"Weyerhaeuser Edge Gold Panel(0/48)T&G FF - Glue And Nail
Design Notes:
'NOTE:This product has Floor Performance rating value less than the user-define minimum preference setting.
'For TJ-ProT"Rating calculation the controlling span is considered to be supported by beams.
'Top Edge Bracing(Lu):Top compression edge must be braced at 3-09-00 o/c unless detailed otherwise.
*Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 3-04-00 o/c unless detailed otherwise.
•Member design(strength)is based on loads shown in loading section. TJ-Pro",Rating,if shown,is based on 2-08-00 o.c.spacing.
Supports: Maximum Loads to Supports
Support Start:End Redd Br'q Source t: 11. floor Live Roof Live Snow
1 0:3-08 1.75" F29(130) 83 lb 380/-46 lb - -
2 8.09-00:7-00-08 3.5" BB01(i37) 173 lb 925 lb - -
3 13-01.00:13-04-08 3.5" B806(i38) 236 lb 1197 lb - -
4 24-09-00:25-00-06 3.5" 8804(i39) 368 lb 1491 lb - -
5 36-08-00:36-11-08 1.75" F33(i33) 132 lb 582/-56 lb - -
Loads: Maximum Loads on Member
-Lug Start:End Combine Source Dead floor Live Roof Live Snow
Uniform 0:36-11-08 - 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.
File Name: SP20-155 Javelin®Software 6.1.0.25 Design Engine:V7.0.1.1
3/26/2020 3:18:19 PM
Page 1 of 2
r
6iJAVELIN' Member Report
software by Weye,naeofer
Floor Container:FC1 I Label:A37 I Design Tag:i254
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'"'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.
T SUSTAINABLE FORESTRY INITLATNE
File Name: SP20-155 Javelin®Software 6.1.0.25 Design Engine:V7.0.1.1
3126t2020 3:18:19 PM
Page 2 of 2