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Report (2) /YIST20l/-462 S ,14.-- A V E I I ///59 SGtI �S[l/1�I1tr18k'Gtr!4J Member Report «ori.ale as w.v.r.,.. .. Floor Container: FC3 I Label:A13 I Design Tag: 1980 c ("1-'' VEEI Design Passed 1 pieces)of 9 1/2"TJI®110 I . Member Type:FloorJoist I Level:Main 6 2019 JUL Product is Sufficient for Application and Loads Described 4 ry ro (Airy OF no BUILDt' G MS ON. 4 3 1 2 3 08 5-11-08 3-08 6-00-06 12-06-14 Building Code: IBC 2012 Design Methodology: ASD Member Cut Length: 12-06-14 Member Drawing Not to Scale Design Results: Design @ Location Allowed Result LDF Load Combination-(Load Group) Critical Reaction 1030 lb @ 6-04-12 1935 lb(3.5") Passed-53% 1.00 1.0 D+1.0 L-(0) Shear 454 lb @ 6-03-00 1220 lb Passed-37% 1.00 1.0 D+1.0 L-(0) Moment -637 lb-ft @ 6-04-12 2500 lb-ft Passed-25% 1.00 1.0 D+1.0 L-(0) Live Load Deflection 0.02"@ 3-01-08 0.15"L/480 Passed-L/999 - 1.0 D+1.0 L-(0) Total Load Deflection 0.03"@ 3-00-15 0.31"L/240 Passed-L/999 - 1.0 D+1.0 L-(0) TJ Pro Rating 63 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 7-04-00 o/c unless detailed otherwise. 'Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 6-04-00 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 Bra Source Dead Floor Live Roof Live Snow 1 0:3-08 1.75" F26(i691) 70 lb 323/-41 lb - - 2 6-03-00:6-06-08 3.5" BBO13(i30) 206 lb 823 lb - - 3 12-06-14:- 1.75" A6(i953) 64 lb 296 1-41 lb - - Loads: Maximum Loads on Member Type Start:End Combine Source Dead Floor Live Roof Live Snow Uniform 0:12-06-14 - FC3 Floor Decking 27 Ib/ft 107 lb/ft - - Connector Information: Nailing Requirements Support Manufacturer Model Top Face Member Min.Seat Length Other Information 3 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: *CAUTION:This member is spaced wider than the user-defined preference setting for maximum member spacing. File Name: SP19-405 Javelin®Software 6.1.0.25 Design Engine:V7.0.1.1 7/15/2019 12:43:24 PM Page 1 of 2 PDF created with odfFactory Pro trial version www.odffactorv.com Member Report '"�"° °' ""°"` "°' Floor Container:FC3 I Label:A13 I Design Tag: 1980 Design Passed 1 piece(s)of 9 112"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-Prom 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. SUSTAINAfltE fORE''TR1 N1fT1&WE File Name: SP19-405 Javelin®Software 6.1.0.25 Design Engine:W.0.1.1 7/15/2019 12:43:24 PM Page 2 of 2 PDF created with odfFactory Pro trial version www.odffactorv.com 4JAVELIN: Member Report .4.1.010 by watafla.rrrr Floor Container: FC3 I Label:A16 I Design Tag: i974 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 l 2 3 1 3.08 4-11-08 3-08 ..... 9-02-08 __.. __. 3-08 15-00-08 Building Code: IBC 2012 Design Methodology: ASD Member Cut Length: 15-00-08 Member Drawing Not to Scale Design Results: Design @ Location Allowed Result LDF Load Combination-(Load Group) Critical Reaction 654 lb @ 5-04-12 1935 lb(3.5") Passed-34% 1.00 1.0 D+1.0 L-(0) Shear 349 lb @ 5-06-08 1220 lb Passed-29% 1.00 1.0 D+1.0 L-(0) Moment -558 lb-ft @ 5-04-12 2500 lb-ft Passed-22% 1.00 1.0 D+1.0 L-(0) Live Load Deflection 0.04"©10-05-12 0.24"L/480 Passed-L/999 - 1.0 D+1.0 L-(0) Total Load Deflection 0.05"@ 10-05-15 0.47"L/240 Passed-L/999 - 1.0 D+1.0 L-(0) TJ Pro Rating 53 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 7-01-00 o/c unless detailed otherwise. *Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 6-09-00 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 Req'd Br'g Source Dead Floor Live Roof Live Snow 1 0:3-08 1.75" F34(i706) 17 lb 140/-74 lb - - 2 5-03-00:5-06-08 3.5" BBO13(i30) 131 lb 525 lb - - 3 14-09-00:15-00-08 1.75" BBO11031) 51 lb 212/-7 lb - - Loads: Maximum Loads on Member Type Start:End Combine Source Dead Floor Live Roof Live Snow Uniform 0:14-10-12 - FC3 Floor Decking 13 lb/ft 53 Ib/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-Proem 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. File Name: SP19-405 Javelin®Software 6.1.0.25 Design Engine:V7.0.1.1 7/15/2019 12:43:24 PM Page 1 of 2 PDF created with adfFactory Pro trial version www.odffactorv.com l J A i► E L IMember Report 44,1x14 • by W.rrrrss n..s* Floor Container:FC3(Label:A16 I Design Tag: 1974 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 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. SAISTAUNA IE FORESTRY WAIVE File Name: SP19-405 Javelin®Software 6.1.0.25 Design Engine:V7.0.1.1 7/15/2019 12:43:24 PM Page 2 of 2 PDF created with DdfFactory Pro trial version www.odffactorv.com -L,PA, JAVELIN Member Report —,.o,. nr w.401-14.... Floor Container: FC3 I Label:A2 I Design Tag: i955 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 .1...I u 2 is l 1-10-01 Building Code: IBC 2012 Design Methodology: ASD Member Cut Length: 1-10-01 Member Drawing Not to Scale Design Results: Design @ Location Allowed Result LDF Load Combination-(Load Groupl Critical Reaction 3 lb @ 0 819 lb(1.75") Passed-0% 0.90 1.0 D-(0) Shear 3 lb @ 0 1098 lb Passed-0% 0.90 1.0 D-(0) Moment 1 lb-ft @ 11-00 2250 lb-ft Passed-0% 0.90 1.0 D-(0) Live Load Deflection 0.00"@ 0 0.05"L/480 Passed-L/999 - 1.0 D-(0) Total Load Deflection 0.00"@ 0 0.09"L/240 Passed-L/999 - 1.0 D-(0) Design Notes: *Top Edge Bracing(Lu):Top compression edge must be braced at 1-10-00 o/c unless detailed otherwise. *Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 1-10-00 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 Live Snow 1 0:0 1.75" A6(i953) 1 lb - - - 2 1-10-01 :- 1.75" A6(i954) 1 lb - - - Loads: Maximum Loads on Member Type Start:End Combine Source Dead Floor Live Roof Live Snow Uniform 0:1-10-01 - User Load 1 lb/ft - - - Connector Information: Nailing Requirements Support Manufacturer Model Top 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 Errors,Warnings,&Notes: *CAUTION:This member didn't transfer any live load reactions to any of its supports. Verify load transfer is occurring as expected for this member. *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. File Name: SP19-405 Javelin®Software 6.1.0.25 Design Engine:V7.0.1.1 7/15/2019 12:43:24 PM Page 1 of 2 PDF created with odfFactory Pro trial version www.odffactorv.com 41AVELI tilt Member Report wwelww,w by W.14 1M•*1le Floor Container:FC3 I Label:A2 I Design Tag:i955 Design Passed 1 piece(s)of 9 1/2"TWO 110 Member Type:Joist As Flush Beam 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. *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. 0SIJSTAINA&E fORE5TRY 04lTtAlVE File Name: SP19-405 Javelin®Software 6.1.0.25 Design Engine:V7.0.1.1 7/15/2019 12:43:24 PM Page 2 of 2 PDF created with odfFactory Pro trial version www.odffactorv.com r•eiii i,AVE L I b Member Report Floor Container:FC3 I Label:A6 I Design Tag: 1954 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 1 __ !..) 1 2 j. 5-02-04 5-02-04 '.... Building Code: IBC 2012 Design Methodology: ASD Member Cut Length: 5-02-04 Member Drawing Not to Scale Design Results: Design @ Location Allowed Result LDF Load Combination-(Load Group) Critical Reaction 217 lb @ 0 910 lb(1.75") Passed-24% 1.00 1.0 D+1.0 L-(0) Shear 217 lb @ 0 1220 lb Passed-18% 1.00 1.0 D+1.0 L-(0) Moment 282 lb-ft @ 2-07-01 2500 lb-ft Passed-11% 1.00 1.0 D+1.0 L-(0) Live Load Deflection 0.01"@ 2-07-02 0.13"L/480 Passed-L/999 - 1.0 D+1.0 L-(0) Total Load Deflection 0.02"@ 2-07-02 0.26"L/240 Passed-L/999 - 1.0 D+1.0 L-(0) Design Notes: Top Edge Bracing(Lu):Top compression edge must be braced at 5-02-00 o/c unless detailed otherwise. *Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 5-02-00 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 Req'd Br'q Source Dead Floor Live Roof Live Snow 1 0:- 1.75" A40(i895) 44 lb 173 lb - - 2 5-02-04:- 1.75" A40(i952) 44 lb 173 lb - - Loads: Maximum Loads on Member Type Start:End Combine Source Dead Floor Live Roof Live Snow Uniform 0:5-02-04 - FC3 Floor Decking 16 lb/ft 65 lb/ft - - Point 2-02-09:- - A2(i955) 1 lb - - - Connector Information: Nailing Requirements Support Manufacturer Model 19p 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) 2-02-09 (2)5/8"or 3/4"Backer Blocks File Name: SP19-405 Javelin®Software 6.1.0.25 Design Engine:V7.0.1.1 7/15/2019 12:43:24 PM Page 1 of 2 PDF created with DdfFactory Pro trial version www.odffactorv.com tilAVELI. * Member Report Floor Container:FC3 I Label:A6 I Design Tag:1954 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-Pro TM 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. ( Si1STAtNAB&E FORESTRY WANE File Name: SP19-405 Javelin®Software 6,1.0.25 Design Engine:V7.0.1.1 7/15/2019 12:43:24 PM Page 2 of 2 PDF created with DdfFactory Pro trial version www.odffactorv.com i JAVELIN Member Report Floor Container: FC3 I Label:A34 I Design Tag: 1947 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 ' 2 1 3 4 "�1-12 11-03-00 3-08 11-01-08 3-08 9-08-00 -08 33-00-12 Building Code: IBC 2012 Design Methodology: ASD Member Cut Length: 33-00-12 Member Drawing Not to Scale Design Results: Design @ Location Allowed Result LDF Load Combination-(Load Group) Critical Reaction 1805 lb @ 11-06-08 1935 lb(3.5") Passed-93% 1.00 1.0 D+1.0 L-(0) Shear 841 lb @ 11-04-12 1220 lb Passed-69% 1.00 1.0 D+1.0 L-(0) Moment -1989 lb-ft @ 11-06-08 2500 lb-ft Passed-80% 1.00 1.0 D+1.0 L-(0) Live Load Deflection 0.17"@ 5-06-08 0.29"L/480 Passed-L/808 - 1.0 D+1.0 L-(0) Total Load Deflection 0.20"@ 5-05-12 0.57"L/240 Passed-L/679 - 1.0 D+1.0 L-(0) TJ Pro Rating 45 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-Pro TM Rating calculation the controlling span is considered to be supported by beams. *Top Edge Bracing(Lu):Top compression edge must be braced at 3-10-00 o/c unless detailed otherwise. *Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 3-05-00 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 Req'd Br'q Source Dead Floor Live Roof Live Snow 1 0:1-12 1.75" BBO11(i31) 123 lb 550/-59 lb - - 2 11-04-12:11-08-04 3.5" BBO18(i32) 344 lb 1462 lb - - 3 22-09-12:23-01-04 3.5" BBO19(i34) 306 lb 1355 lb - - 4 32-09-04:33-00-12 1.75" F18(i693) 111 lb 522/-76 lb - - Loads: Maximum Loads on Member Type Start:End Combine Source Dead Floor Live Roof Live Snow Uniform 0:33-00-12 - FC3 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: SP19-405 Javelin®Software 6.1.0.25 Design Engine:V7.0.1.1 7/15/2019 12:43:24 PM Page 1 of 2 PDF created with DdfFactory Pro trial version www.odffactorv.com IR'' JAVELIN Member Report �� `t".e`"" pr w. `rlma""' Floor Container:FC3 I Label:A34 I Design Tag:1947 Design Passed 1 piece(s)of 9 1/2"TWO 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-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 WeyerhaeuserOSUSTAINAGEE NR Company. All rights reserved. FORESTRY p1fT1.&WE File Name: SP19-405 Javelin®Software 6.1.0.25 Design Engine:V7.0.1.1 7/15/2019 12:43:24 PM Page 2 of 2 PDF created with odfFactory Pro trial version www.odffactorv.com ' J. V E L I N* Member Report Floor Container: FC3 I Label:A17 I Design Tag: i914 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 2 3 1 5.08 5-11-08 3-08 9-02-08 3-08 16-00-08 Building Code: IBC 2012 Design Methodology: ASD Member Cut Length: 16-00-08 Member Drawing Not to Scale Design Results: Design @ Location Allowed Result LDF Load Combination-(Load Group) Critical Reaction 675 lb @ 6-04-12 1935 lb(3.5") Passed-35% 1.00 1.0 D+1.0 L-(0) Shear 350 lb @ 6-06-08 1220 lb Passed-29% 1.00 1.0 D+1.0 L-(0) Moment -575 lb-ft @ 6-04-12 2500 lb-ft Passed-23% 1.00 1.0 D+1.0 L-(0) Live Load Deflection 0.04"@ 11-05-06 0.24"L/480 Passed-L/999 - 1.0 D+1.0 L-(0) Total Load Deflection 0.05"@ 11-05-11 0.47"L/240 Passed-L/999 - 1.0 D+1.0 L-(0) TJ Pro Rating 53 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 7-00-00 o/c unless detailed otherwise. *Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 6-08-00 o/c unless detailed otherwise. *Member design(strength)is based on loads shown in loading section. TJ-Prorm 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 Live Snow 1 0:3-08 1.75" F26(i691) 26 lb 163/-58 lb - - 2 6-03-00:6-06-08 3.5" BBO13(i30) 135 lb 542 lb - - 3 15-09-00:16-00-08 1.75" BBO11(i31) 51 lb 215/-111b - - Loads: Maximum Loads on Member Type Start:End Combine Source Dead Floor Live Roof Live Snow Uniform 0:15-10-12 - FC3 Floor Decking 13 lb/ft 53 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. *Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. File Name: SP19-405 Javelin®Software 6.1.0.25 Design Engine:V7.0.1.1 7/15/2019 12:43:24 PM Page 1 of 2 PDF created with DdfFactory Pro trial version www.Ddffactorv.com ett-'13.AVELIN - Member Report 'a" «.". a" w.,.",....e, Floor Container:FC3 I Label:A17 I Design Tag: 1914 Design Passed 1 piece(s)of 9 1/2"TJI®110 Member Type:FloorJoist 1 Level:Main Product is Sufficient for Application and Loads Described *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. SUSTAINABLE FORESTRY WiTtaiTIVE File Name: SP19-405 Javelin®Software 6.1.0.25 Design Engine:V7.0.1.1 7/15/2019 12:43:24 PM Page 2 of 2 PDF created with DdfFactory Pro trial version www.Ddffactorv.com JAVELIN Member Report a4,1wst. dr W.,41.14.,..5., Floor Container:FC3 I Label:A21 I Design Tag: 1908 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 I. i ,,2 3 1 -08 10-11-08 3-08 9-02-08 1-12 20-10-12 Building Code: IBC 2012 Design Methodology: ASD Member Cut Length: 20-10-12 Member Drawing Not to Scale Design Results: Design @ Location Allowed Result LDF Load Combination-(Load Group) Critical Reaction 1729 lb @ 11-04-12 1935 lb(3.5") Passed-89% 1.00 1.0 D+1.0 L-(0) Shear 812 lb @ 11-03-00 1220 lb Passed-67% 1.00 1.0 D+1.0 L-(0) Moment -1811 lb-ft @ 11-04-12 2500 lb-ft Passed-72% 1.00 1.0 D+1.0 L-(0) Live Load Deflection 0.15"@ 5-05-11 0.28"L/480 Passed-L/916 - 1.0 D+1.0 L-(0) Total Load Deflection 0.18"@ 5-05-00 0.56"L/240 Passed-L/765 - 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-Pro TM Rating calculation the controlling span is considered to be supported by beams. *Top Edge Bracing(Lu):Top compression edge must be braced at 4-00-00 o/c unless detailed otherwise. *Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 3-08-00 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'q Source Dead Floor Live Roof Live Snow 1 0:3-08 1.75" F28(i698) 125 lb 549/-48 lb - - 2 11-03-00:11-06-08 3.5" BBO13(i30) 346 lb 1383 lb - - 3 20-09-00:20-10-12 1.75" BBO11(i31) 89 lb 453/-96 lb - - Loads: Maximum Loads on Member Type Start:End Combine Source Dead Floor Live Roof Live Snow Uniform 0:20-10-12 - FC3 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. *Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. File Name: SP19-405 Javelin®Software 6.1.0.25 Design Engine:V7.0.1.1 7/15/2019 12:43:24 PM Page 1 of 2 PDF created with odfFactory Pro trial version www.odffactorv.com '51Ai A V E L I N Member Report Floor Container:FC3 I Label:A21 I Design Tag: 1908 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 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. SL6TAINASILE FORESTRY NlITIA-WE File Name: SP19-405 Javelin®Software 6.1.0.25 Design Engine:V7.0.1.1 7/15/2019 12:43:24 PM Page 2 of 2 PDF created with odfFactory Pro trial version www.odffactorv.com �/,'��,JA ELI N Member Report «t+. h7 W. r1.a Floor Container: FC3 I Label:A39 I Design Tag: i897 Design Passed 1 piece(s)of 9 1/2"TJ1®110 Member Type:FloorJoist I Level:Main Product is Sufficient for Application and Loads Described 1 1 i. . 1 I 23 4 1 5 -08 4-11-08 4.08 9-02-08 X3-08 11-034)0 'ri-08 11.05-00 3-08 38-03-08 Building Code: IBC 2012 Design Methodology: ASD Member Cut Length: 38-03-08 Member Drawing Not to Scale Design Results: Design @ Location Allowed Result LDF Load Combination-(Load Group) Critical Reaction 1834 lb @ 26-05-04 1935 lb(3.5") Passed-95% 1.00 1.0 D+1.0 L-(0) Shear 859 lb @ 26-07-00 1220 lb Passed-70% 1.00 1.0 D+1.0 L-(0) Moment -2052 lb-ft @ 26-05-04 2500 lb-ft Passed-82% 1.00 1.0 D+1.0 L-(0) Live Load Deflection 0.17"@ 32-06-12 0.29"L/480 Passed-L/803 - 1.0 D+1.0 L-(0) Total Load Deflection 0.21"@ 32-07-08 0.58"L/240 Passed-U675 - 1.0 D+1.0 L-(0) TJ Pro Rating 45 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-Pro TM Rating calculation the controlling span is considered to be supported by beams. "Top Edge Bracing(Lu):Top compression edge must be braced at 3-10-00 o/c unless detailed otherwise. *Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 3-05-00 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 Req'd Br'g Source Dead Floor Live Roof Live Snow 1 0:3-08 1.75" F34(i706) 42 lb 288/-120 lb - - 2 5-03-00:5-06-08 3.5" B8O13(i30) 173 lb 863 lb - - 3 14-09-00:15-00-08 3.5" BBO11(i31) 255 lb 1189 lb - - 4 26-03-08:26-07-00 3.5" BBO18(i32) 358 lb 1476 lb - - 5 38-00-00:38-03-08 1.75" F20(i694) 130 lb 578/-58 lb - - Loads: Maximum Loads on Member Type Start:End Combine Source Dead Floor Live Roof Live Snow Uniform 0:38-03-08 - FC3 Floor Decking 13 lb/ft 53 lb/ft - - Uniform 0:14-10-12 - FC3 Floor Decking 9 lb/ft 35 lb/ft - - Uniform 14-10-12:38-03-08 - FC3 Floor Decking 13 lb/ft 53 lb/ft - - Point 5:- - FC3 Floor Decking - 2 lb - - Errors,Warnings,&Notes: File Name: SP19-405 Javelin®Software 6.1.0.25 Design Engine:V7.0.1.1 7/15/2019 12:43:24 PM Page 1 of 2 PDF created with odfFactory Pro trial version www.odffactorv.com r�t -'J A V E I MI Member Report Floor Container: FC3 I Label:A39 I Design Tag:1897 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 *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. *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. (t,S}SUSTWNA9IE FORESTRY INITIA IVE File Name: SP19-405 Javelin®Software 6.1.0.25 Design Engine:V7.0.1.1 7/15/2019 12:43:24 PM Page 2 of 2 PDF created with odfFactory Pro trial version www.odffactorv.com • �. Member Report Floor Container:FC3 I Label:A40 I Design Tag: i895 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 1 , 2 3 4 1 5 3-08 5-11-08 3-08 9-02-08 1.3-08 11-03-00 3-08 11-05-00 '3-08 39-03-08 Building Code: IBC 2012 Design Methodology: ASD Member Cut Length: 39-03-08 Member Drawing Not to Scale Design Results: Design @ Location Allowed Result LDF Load Combination-(Load Group) Critical Reaction 1619 lb @ 15-10-12 1935 lb(3.5") Passed-84% 1.00 1.0 D+1.0 L-(0) Shear 851 lb @ 14-07-08 1220 lb Passed-70% 1.00 1.0 D+1.0 L-(0) Moment -1615 lb-ft @ 27-05-04 2500 lb-ft Passed-65% 1.00 1.0 D+1.0 L-(0) Live Load Deflection 0.19"@ 33-06-07 0.29"L/480 Passed-L/720 - 1.0 D+1.0 L-(0) Total Load Deflection 0.23"@ 33-07-04 0.58"L/240 Passed-U597 - 1.0 D+1.0 L-(0) Design Notes: Top Edge Bracing(Lu):Top compression edge must be braced at 4-03-00 o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 3-11-00 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 Req'd Br'g Source Dead Floor Live Roof Live Snow 1 0:3-08 1.75" F26(1691) 58 lb 361/-132 lb - - 2 6-03-00:6-06-08 3.5" BBO13(i30) 257 lb 1156 lb - - 3 15-09-00:16-00-08 3.5" B6011(131) 287 lb 1308 lb - - 4 27-03-08:27-07-00 3.5" BB018032) 267 lb 1144 lb - - 5 39-00-00:39-03-08 1.75" F20(i694) 102 lb 454/-46 lb - - Loads: Maximum Loads on Member Type Start:End Combine Source Dead Floor Live Roof Live Snow Uniform 0:15-10-12 - FC3 Floor Decking 13 lb/ft 53 lb/ft - - Uniform 0:12-07-12 - FC3 Floor Decking 13 lb/ft 53 lb/ft - - Uniform 15-10-12:39-03-08 - FC3 Floor Decking 21 lb/ft 82 lb/ft - - Point 12-07-12:- - A6(i953) 59 lb 254 lb - - Point 14-07-09:- - A6(i954) 44 lb 173 lb - - Reinforcing Accessories: Support/Location Accessory Product(s) 14-07-09 (2)5/8"or 3/4"Backer Blocks File Name: SP19-405 Javelin®Software 6.1.0.25 Design Engine:V7.0.1.1 7/15/2019 12:43:24 PM Page 1 of 2 PDF created with odfFactory Pro trial version www.odffactorv.com 41AVELIN Member Report *.FI..,0 of w.,.,,...... Floor Container:FC3 I Label:A40 I Design Tag: i895 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 12-07-12 (2)5/8"or 3/4"Backer Blocks Errors,Warnings,&Notes: *CAUTION:This member is spaced wider than the user-defined preference setting for maximum member spacing. *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. 5t>STA INAUE FORESTRY AJfTIA'fVE File Name: SP19-405 Javelin®Software 6.1.0.25 Design Engine:V7.0.1.1 7/15/2019 12:43:24 PM Page 2 of 2 PDF created with odfFactory Pro trial version www.odffactorv.com