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Report 11914 s/ 4kirmE1 .6R6oI t-16 MST2ojc .O02% JAVELIN Member Report R 7D .tto.re try w.v.r1...f. ,::b..m5 Floor Container:FC1 I Label:Al2 I Design Tag: 1247 Design Passed 1 piece(s)of 9 1/2"TJI®110 Ju,. 0 I'019 Member Type:Joist As Flush Beam 1 Level:Main D Product is Sufficient for Application and Loads Described Ei UrLD i`4 LVL )N R 1 I 1 .. 1 1 1 i i 1 1 I J II 1 2 1-12 11-02-12 -/ Building Code: IBC 2012 Design Methodology: ASD Member Cut Length: 11-02-12 Member Drawing Not to Scale Design Results: Design @ Location Allowed Result IAF load Combination-(Load Group) Critical Reaction 584 lb©11-02-08 910 lb(1.75") Passed-64% 1.00 1.0 D+1.0 L-(0) Shear 574 Ib @ 11-01-00 1220 Ib Passed-47% 1.00 1.0 D+1.0 L-(0) Moment 1763 Ib ft @ 5-04-14 2500 Ib ft Passed-71% 1.00 1.0 D+1.0 L-(0) Live Load Deflection i 0.22"@ 5-08-13 0.28"L/480 Passed-U614 - 1.0 D+1.0 L-(0) Total Load Deflection 0.27"@ 5-08-13 0.55"L/240 Passed-U484 - 1.0 D+1.0 L-(0) Design Notes: *Top Edge Bracing(Lu):Top compression edge must be braced at 3-08-00 0/c unless detailed otherwise. *Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 11-03-00 o/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 Req'd Br'source Dead Floor Live Roof Live Snow 1 0:3-08 1.75" BBO3(133) 98 lb 404 lb - - 2 11-01-00:11-02-12 1.75" BBO1(i31) 1131b 462 lb - - Loads: Maximum Loads on Member Type Start:End Combine Source Dead Floor Live Roof Live Snow Uniform 1-12:11-02-12 - FC1 Floor Decking 4 lb/ft 15 lb/ft - - Uniform 1-12:5-04-14 - FC1 Floor Decking 9Ib/ft 38 lb/ft - - Uniform 5-04-14:8-06-10 - FC1 Floor Decking 5 lb/ft 20 lb/ft - - Uniform 8-06-10:11-02-12 - FC1 Floor Decking 9 lb/ft 38 lb/ft - - Point 5-04-14:- - A4(1246) 42 lb 187 lb - - Point 8-06-10:- - A4(i236) 36 lb 146 lb - - Reinforcing Accessories: Support/Location Accessory Product(s) 8-06-10 (2)5/8"or 3/4"Backer Blocks 5-04-14 (2)5/8"or 3/4"Backer Blocks File Name: SP19-317 Javelin®Software 6.1.0.25 5/20/2019 10:55:57 AM Page 1 of 2 PDF created with adfFactory Pro trial version www.Ddffactorv.com Member Report ' .®firm,. b7 W.t.rt..*,.. Floor Container:FC1 I Label:Al2 I Design Tag:i247 Design Passed 1 piece(s)of 9 1/2"TJI®110 Member Type:Joist As Flush Beam Level:Main Product is Sufficient for Application and Loads Described 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 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. fAISTAINAetE KJRESTR't 1411IA*WE File Name: SP19-317 Javelin®Software 6.1.0.25 5/20/2019 10:55:57 AM Page 2 of 2 PDF created with DdfFactory Pro trial version www.Ddffactorv.com fJAVELIN Member Report amlwary Wavarlam ,,, Floor Container:FC1 I Label:A3 I Design Tag:1237 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 IN H /1 1 2 2-05-08 4-12 2-07-04 Building Code: IBC 2012 Design Methodology: ASD Member Cut Length: 2-07-04 Member Drawing Not to Scale Design Results: Design @ Location Allowed Result LDF Load Combination-(Load Groupl Critical Reaction 135 lb @ 2-06-08 910 lb(1.75") Passed-15% 1.00 1.0 D+1.0 L-(0) Shear 129 lb @ 0 1220 lb Passed-11% 1.00 1.0 D+1.0 L-(0) Moment 82 lb-ft @ 1-03-04 2500 lb-ft Passed-3% 1.00 1.0 D+1.0 L-(0) Live Load Deflection 0.00"@ 1-03-09 0.06"U480 Passed-L/999 - 1.0 D+1.0 L-(0) Total Load Deflection 0.00"@ 1-03-09 0.13"L/240 Passed-L/999 - 1.0 D+1.0 L-(0) TJ Pro Rating 72 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 2-07-00 o/c unless detailed otherwise. 'Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 2-07-00 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'q Source Dead Floor Live Roof LiveSnow 1 0:0 1.75" A4(i236) 27 lb 109 lb - - 2 2-05-08:2-07-04 1.75" BBO1(i31) 271b 108 lb - - Loads: Maximum Loads on Member Type Start:End Combine agIAMt Dead Floor Live Roof Live now Uniform 0:2-07-04 - FC1 Floor Decking 9 lb/ft 38 lb/ft - - Uniform 0:2-01-04 - FC1 Floor Decking 11 lb/ft 43 lb/ft - - Uniform 2-01-04:2-07-04 - FC1 Floor Decking 11 lb/ft 42 lb/ft - Connector Information: Nailing Requirements Support Manufacturer Model Tom 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: SP19-317 Javelin®Software 6.1.0.25 5/20/2019 10:55:57 AM Page 1 of 2 PDF created with DdfFactory Pro trial version www.odffactorv.com '4- JAVELIN.AVELIN Member Report ..Pls.r. by W+T.rv.....a Floor Container:FC1 I Label:A3 I Design Tag:i237 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. SUSTAINA9tE fORESTRt INVTIA-AVE File Name: SP19-317 Javelin®Software 6.1.0.25 5/20/2019 10:55:57 AM Page 2 of 2 PDF created with DdfFactory Pro trial version www.Ddffactorv.com ,ApiAAVELIN . Member Report bp Floor Container:FC1 I Label:A4 I Design Tag:1236 Design Passed 1 piece(s)of 9 1/2"TJI®110 Member Type:Joist As Flush Beam l Level:Main Product is Sufficient for Application and Loads Described 1 1 1 N i 1 2 +-i08 � / 3-07-02 ,y'I 3- "i 3-10-10 / Building Code: IBC 2012 Design Methodology: ASD Member Cut Length: 3-10-10 Member Drawing Not to Scale Design Results: Design @ Location Allowed Result LDF Load Combination-(Load Group1 Critical Reaction 189 lb @ 0 910 lb(1.75") Passed-21% 1.00 1.0 D+1.0 L-(0) Shear 193 lb @ 3-07-02 1220 lb Passed-16% 1.00 1.0 D+1.0 L-(0) Moment 234 lb-ft @ 1-09-14 2500 lb-ft Passed-9% 1.00 1.0 D+1.0 L-(0) Live Load Deflection 0.01"@ 1-09-14 0.09"U480 Passed-U999 - 1.0 D+1.0 L-(0) Total Load Deflection 0.01"@ 1-09-14 0.19"U240 Passed-U999 - 1.0 D+1.0 L-(0) Desitin Notes: 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 3-11-00 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 Beg Source Dead Floor Live Roof Livenow 1 0:- 1.75" Al2(i247) 36 lb 146 lb - - 2 3-07-02:3-10-10 1.75" F24(i20) 38 lb 153 lb - - Loads: Maximum Loads on Member Type Start:Endombine 521.1A321 Dead Floor Live Roof Livenow Point 10-13:- - A3(i248) 23 lb 93 lb - - Point 1-09-14:- - A3(i237) 27 lb 109 lb - - Point 2-10-09:- - A3(i234) 24 lb 97 lb - - Connector Information: Nailing Requirements Support Manufacturer Model To) 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 Reinforcing Accessories: Support/Location Accessory Product(s) 2-10-09 (2)5/8"or 3/4"Backer Blocks 10-13 (2)5/8"or 3/4"Backer Blocks File Name: SP19-317 Javelin®Software 6.1.0.25 5/20/2019 10:55:57 AM Page 1 of 2 PDF created with DdfFactory Pro trial version www.odffactorv.com • 4- JAVELIN- Member Report aatl,ar• by l4avarIaawas. Floor Container:FC1 I Label:A4 I Design Tag:1236 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 1-04-06 (2)5/8"or 3/4"Backer Blocks 1-09-14 (2)5/8"or 3/4"Backer Blocks 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 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; RETRY INITIA VE File Name: SP19-317 Javelin®Software 6.1.0.25 5/20/2019 10:55:57 AM Page 2 of 2 PDF created with DdfFactory Pro trial version www.odffactorv.com eiJAVELINMember ReportTY` Floor Container:FC1 I Label:A13 I Design Tag:1225 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 x 1 2 3i 11-08-08 /3-08 T --- 12-03_08 Building Code: IBC 2012 Design Methodology: ASD Member Cut Length: 12-03-08 Member Drawing Not to Scale Design Results: Design @ Location Allowed Result LDF Load Combination-(Load Group) Critical Reaction 410 lb @ 12-01-00 1375 lb(3.5") Passed-30% 1.00 1.0 D+1.0 L-(0) II Shear 390 lb @ 3-08 1220 lb Passed-32% 1.00 1.0 D+1.0 L-(0) Moment 1175 lb-ft @ 6-01-12 2500 lb-ft Passed-47% 1.00 1.0 D+1.0 L-(0) Live Load Deflection 0.12"@ 6-01-120.30"L/480 Passed-L/999 - 1.0 D+1.0 L-(0) --d Total Load Deflection 0.15"@ 6-01-12 0.59"L/240 Passed-U925 - 1.0 D+1.0 L-(0) TJ Pro Rating 41 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-Pro^"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 12-04-00 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 Reo'd Br'q Source Dead Floor Live Roof Livenow 1 0:3-08 1.75" BBO2(i32) 80 lb 318 lb - - 2 12-00-00:12-03-08 1.75" F21(i28) 84 lb 335 lb - - Loads: Maximum Loads on Member Type Start:End Combine Dead Floor Live Roof Live Snow Uniform 1-12:12-03-08 - 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-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. File Name: SP19-317 Javelin®Software 6.1.0.25 5/20/2019 10:55:57 AM Page 1 of 2 PDF created with DdfFactory Pro trial version www.odffactorv.com i -- 4 J A V E `, I N Member Report }"'`e by w"' b'lysy Floor Container:FC1 I Label:A13 I Design Tag:1225 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. 5IJ5TAINA6tE cORE5WY it4IMIVVE File Name: SP19-317 Javelin®Software 6.1.0.25 5/20/2019 10:55:57 AM Page 2 of 2 PDF created with odfFactory Pro trial version www.Ddffactorv.com Ga J PA VF E L aIWsy.rt `N Member Report Floor Container:FC1 I Label:A17 I Design Tag: 1221 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 i 1 1 i i 1 1 W I, 1 1 1 1 I I J, _, J, I, J, I X 11 2 3 1 445-04-08 10-09-08 4-12 ---- - 16-10-12 / Building Code: IBC 2012 Design Methodology: ASD Member Cut Length: 16-10-12 Member Drawing Not to Scale Design Results: Design @ Location Allowed Result LDF Load Combination-(Load Group) Critical Reaction 1181 lb @ 5-09-12 1935 lb(3.5") Passed-61% 1.00 1.0 D+1.0 L-(0) Shear 537 lb @ 5-08-00 1220 Ib Passed-44% 1.00 1.00+1.0 L-(0) Moment -1062 lb-ft @ 5-09-12 25001b-ft Passed-42% 1.00 1.0 D+1_0 L-(0) Live Load Deflection 0.08"@ 11-09-04 0.28"L/480 Passed-L/999 - 1.0 D+1.0 L-(0) Total Load Deflection 0.10"@ 11-09-09 0.55"L/240 Passed-L/999 - 1.0 D+1.0 L-(0) TJ Pro Rating 47 40 Passed Decking Material&Attachment: 1 118"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 5-04-00 o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 4-10-00 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 Read Br'q 552IAg Dead Floor Live Roof Livenow 1 0:3-08 1.75" F25(i30) 53 lb 337/-123 lb - - 2 5-08-00:5-11-08 3.5" BBO3(i33) 235 lb 940 lb - - 3 16-09-00:16-10-12 1.75" BBO1(i31) 771b 321/-14lb - - Loads: Maximum Loads on Member Tvoe Start:Endombine Source Dead Floor Live Roof Live now Uniform 0:6-07-06 - FC1 Floor Decking 16 lb/ft 63 lb/ft - - Uniform 0:5-09-12 - FC1 Floor Decking 13 lb/ft 53 lb/ft - - Uniform 5-09-12:16-10-12 - FC1 Floor Decking 4 lb/ft 15 lb/ft - - Uniform 6-07-06:16-10-12 - 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. File Name: SP19-317 Javelin®Software 6.1.0.25 5/20/2019 10:55:57 AM Page 1 of 2 PDF created with odfFactory Pro trial version www.Ddffactorv.com 4- JAVELIN - Member Report "tiles". ' w" `'�.`.�' Floor Container:FC1 I Label:A17 I Design Tag:1221 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-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. SUSTAJNABIE FORESTRY NfflA1VE File Name: SP19-317 Javelin®Software 6.1.0.25 5/20/2019 10:55:57 AM Page 2 of 2 PDF created with odfFactory Pro trial version www.odffactorv.com JA.VErLIkN . Member Report Floor Container: FC1 I Label:Al 1 I Design Tag: 217 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 i i .I I, 1I I X 3 1 2 t3=)8 5-04-08 / 3:78 5-00-08 11-00-00 Building Code: IBC 2012 Design Methodology: ASD Member Cut Length: 11-00-00 Member Drawing Not to Scale Design Results: Design @ Location Allowed Result LDF Load Combination-(Load Group) Critical Reaction 755 lb @ 5-09-12 1935 lb(3.5") Passed-39% 1.00 1.0 D+1.0 L-(0) Shear 366 lb @ 5-08-00 1220 lb Passed-30% 1.00 1.0 D+1.0 L-(0) Moment -411 lb-ft @ 5-09-12 2500 lb-ft Passed-16% 1.00 1.0 D+1.0 L-(0) Live Load Deflection 0.01"@ 2-10-02 0.14"U480 Passed-U999 - 1.0 D+1.0 L-(0) Total Load Deflection 0.02"@ 2-09-12 0.28"U240 Passed-U999 - 1.0 D+1.0 L-(0) TJ Pro Rating 65 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 7-04-00 o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 7-04-00 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 Read Br'q Source Dead Floor Live Roof Livenow 1 0:3-08 1.75" F25(i30) 61 lb 267/-23 lb - - 2 5-08-00:5-11-08 3.5" BBO3(i33) 151 lb 603 lb - - 3 11-00-00:- 1.75" A4(i246) 38 lb 191/-38 lb - - Loads: Maximum Loads on Member Tvoe Start:End Combine Source Dead Floor Live Roof Livenow Uniform 0:11-00-00 - FC1 Floor Decking 11 lb/ft 43 lb/ft - - Uniform 0:5-09-12 - FC1 Floor Decking 13 lb/ft 531b/ft - - Uniform 5-09-12:11-00-00 - FC1 Floor Decking 9 lb/ft 38 lb/ft - - Connector Information: Nailing Requirements Support Manufacturer Modellaig 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 File Name: SP19-317 Javelin®Software 6.1.0.25 5/20/2019 10:55:57 AM Page 1 of 2 PDF created with odfFactory Pro trial version www.Ddffactorv.com . 4JAVELIN Member Report ti` w'`+" `. Floor Container:FC1 I Label:Al 1 I Design Tag: 1217 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 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 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. SG5TAI 4Axfl&E cooE`TRY rNfRA-ri'E File Name: SP19-317 Javelin®Software 6.1.0.25 5/20/2019 10:55:57 AM Page 2 of 2 PDF created with DdfFactory Pro trial version www.odffactorv.com #r.-4,..A"-JAVELIN- Member Report Floor Container:FC1 I Label:A25 I Design Tag: 1212 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 X 2 1 3 -08 11-08-08 X3-08 11-08-08 -08 / 24-03-08 Building Code: IBC 2012 Design Methodology: ASD Member Cut Length: 24-03-08 Member Drawing Not to Scale Design Results: Design @ Location Allowed Result LDF Load Combination-(Load Group) Critical Reaction 1484 lb @ 12-01-12 1935 lb(3.5") Passed-77% 1.00 1.0 D+1.0 L-(0) Shear 681 lb @ 12-00-00 1220 lb Passed-56% 1.00 1.0 D+1.0 L-(0) Moment -17721b-ft @ 12-01-12 2500 lb-ft Passed-71% 1.00 1.0 D+1.0 L-(0) Live Load Deflection 0.14"@ 18-05-02 0.30"L/480 Passed-I/999 - 1.0 D+1.0 L-(0) Total Load Deflection 0.17' @ 5-09-04 0.60"L/240 Passed-U868 - 1.0 D+1.0 L-(0) TJ Pro Rating 43 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-Pro'"Rating calculation the controlling span is considered to be supported by beams. *Top Edge Bracing(Lu):Top compression edge must be braced at 4-05-00 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 Read Br'q Source Dead Floor Live Roof Livenow 1 0:3-08 1.75" F23(i26) 96 lb 445/-60 lb - - 2 12-00-00:12-03-08 3.5" BBO2(i32) 300 lb 1199 lb - - 3 24-00-00:24-03-08 1.75" F21(i28) 96 lb 445/-60 lb - - Loads: Maximum Loads on Member Type Start:End Combine Source Dead Floor Live Roof Live Snow Uniform 0:24-03-08 - FC1 Floor Decking 20 lb/ft 80 lb/ft - - Errors.Waminos.&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. File Name: SP19-317 Javelin®Software 6.1.0.25 5/20/2019 10:55:57 AM Page 1 of 2 PDF created with DdfFactory Pro trial version www.Ddffactorv.com _ JAVELIN Member Report ..ei..T• nr w*,.r,..*.. Floor Container: FC1 I Label:A25 I Design Tag: 1212 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-ProT"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 I"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. ,(0SUSTWNAO&E FORESTRY$UfTIAIVE File Name: SP19-317 Javelin®Software 6.1.0.25 5/20/2019 10:55:57 AM Page 2 of 2 PDF created with DdfFactory Pro trial version www.Ddffactorv.com JAVELIN. Member Report ..liw.r. Q7 W.y.r...w..e Floor Container:FC1 I Label:A36 I Design Tag:i210 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 4 408 10-09-08 4-08 11-05-08 4,8 11-08-08 4-08 35-01-08 / Building Code: IBC 2012 Design Methodology: ASD Member Cut Length: 35-01-08 Member Drawing Not to Scale Design Results: Design @ Location Allowed Result LDF Load Combination-(Load Group) Critical Reaction 1868 lb @ 22-11-12 1935 lb(3.5") Passed-97% 1.00 1.0 D+1.0 L-(0) Shear 873 lb @ 23-01-08 1220 lb Passed-72% 1.00 1.0 D+1.0 L-(0) Moment -2132 Ib-ft @ 22-11-12 2500 Ib-ft Passed-85% 1.00 1.0 D+1.0 L-(0) Live Load Deflection 0.20"@ 29-02-07 0.30"U480 Passed-U724 - 1.0 D+1.0 L-(0) Total Load Deflection 0.24"@ 29-03-03 0.60"0240 Passed-U608 - 1.0 D+1.0 L-(0) TJ Pro Rating 43 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-Pro^"Rating calculation the controlling span is considered to be supported by beams. *Top Edge Bracing(Lu):Top compression edge must be braced at 3-08-00 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-Pron4 Rating,if shown,is based on 2-08-00 o.c.spacing. Supports: Maximum Loads to Supports Support Start:End Read Brq Source Dead Floor Live Roof Live 5r1,,w 1 0:3-08 1.75" F29(i22) 123 lb 563/-69 lb - - 2 11-01-00:11-04-08 3.5" BBO1(i31) 329 lb 1451 lb - - 3 22-10-00:23-01-08 3.5" BBO2(i32) 352 lb 1516 lb - - 4 34-10-00:35-01-08 1.75" F21(i28) 135 lb 6021-61 lb - - Loads: Maximum Loads on Member Type Start:End Combine 5.20ne Dead Floor Live Roof Live now Uniform 0:35-01-08 - FC1 Floor Decking 13 Ib/ft 53 lb/ft - - Uniform 0:10-12 - FC1 Floor Decking 12 lb/ft 47 lb/ft - - Uniform 10-12:35-01-08 - FC1 Floor Decking 13Ib/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. File Name: SP19-317 Javelin®Software 6.1.0.25 5/20/2019 10:55:57 AM Page 1 of 2 PDF created with DdfFactory Pro trial version www.odffactorv.com J A M pE,L .I• `N Member Report r�7 Floor Container:FC1 I Label:A36 I Design Tag: 1210 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-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. SUSTAINA&E FORESTRY 1/41TIX VE File Name: SP19-317 Javelin®Software 6.1.0.25 5/20/2019 10:55:57 AM Page 2 of 2 PDF created with DdfFactory Pro trial version www.Ddffactorv.com 4.1,AVE,R . ,I 4 Member Report Floor Container:FC1 I Label:A24 I Design Tag:1170 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 VL 1 2 , �y" 3' 12 11-05-08 /3-08 11-08-08 ,I�'3-O8 23-10-12 Building Code: IBC 2012 Design Methodology: ASD Member Cut Length: 23-10-12 Member Drawing Not to Scale Design Results: Desian @ Location Allowed Result LDF Load Combination-(Load Group) Critical Reaction 1624 lb @ 11-09-00 1935 lb(3.5") Passed-84% 1.00 1.0 D+1.0 L-(0) .,w.,, Shear 872 lb @ 11-10-12 1220 lb Passed-71% 1.00 1.0 D+1.0 L-(0) Moment -1926 lb-ft @ 11-09-00 2500 lb-ft Passed-77% 1.00 1.0 D+1.0 L-(0) Live Load Deflection 0.19"@ 18-00-07 0.30"U480 Passed-U760 - 1.0 D+1.0 L-(0) Total Load Deflection 0.23"@ 18-01-02 0.60"L/240 Passed-U633 1.0 D+1.0 L-(0) i TJ Pro Rating 43 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-ProTM 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 3-06-00 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 Req'd Beg Source Dead Floor Live Roof Live Snow 1 0:1-12 1.75" BBO1(i31) 69 lb 356/-81lb - - 2 11-07-04:11-10-12 3.5" BBO2(i32) 325 lb 1299 lb - - 3 23-07-04:23-10-12 1.75" F21(i28) 135 lb 590/-49 lb - - Loads: Maximum Loads on Member Type Start:End Combine ounce Dead Floor Live Roof Live Snow Uniform 0:23-10-12 - FC1 Floor Decking 13lb/ft 53 lb/ft - - Uniform 0:11-09-00 - FC1 Floor Decking 4 lb/ft 15 lb/ft - - Uniform 11-09-00:23-10-12 - FC1 Floor Decking 13 lb/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. File Name: SP19-317 Javelin®Software 6.1.0.25 5/20/2019 10:55:57 AM Page 1 of 2 PDF created with DdfFactory Pro trial version www.Ddffactorv.com Member Report 'y`{' a, "' "b"'s Floor Container:FC1 I Label:A24 I Design Tag: 1170 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-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. (t3)SUSTAINAEtE fORE5TRY till STYE File Name: SP19-317 Javelin®Software 6.1.0.25 5/20/2019 10:55:57 AM Page 2 of 2 PDF created with odfFactory Pro trial version www.odffactorv.com JAVELIN Member Report er.•l. b9 Wm v.r4Ye4..• Floor Container:FC1 I Label:A35 I Design Tag: 1205 Design Passed 1 piece(s)of 9 1/2"TJI®110 Member Type:FloorJoist Level:Main Product is Sufficient for Application and Loads Described 2 3 1 4 408 9-09-08 408 11-05-08 11-08-08 408 -- --- 34-01-08 t Building Code: IBC 2012 Design Methodology: ASD Member Cut Length: 34-01-08 Member Drawing Not to Scale Design Results: Design©Location Allowed Result LDF Load Combination-(Load Group) Critical Reaction ( 1870 lb @ 21-11-12 1935 lb(3.5") Passed-97% 1.00 1.0 D+1.0 L-(0) Shear 874 lb @ 22-01-08 1220 lb Passed-72% 1.00 1.0 D+1.0 L-(0) Moment -2135 lb-ft @ 21-11-12 2500 lb-ft Passed-85% 1.00 1.0 D+1.0 L-(0) Live Load Deflection 0.19"@ 28-02-11 0.30"U480 Passed-L/735 - 1.0 D+1.0 L-(0) 1 Total Load Deflection = 0.23"@ 28-03-07 0.60"U240 Passed-U617 - 1.0 D+1.0 L-(0) TJ Pro Rating 43 40 Passed Decking Material&Attachment 1 118"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-ProTM Rating calculation the controlling span is considered to be supported by beams. 'Top Edge Bracing(Lu):Top compression edge must be braced at 3-08-00 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-ProTM 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" F19(i21) 113 lb 530/-80 lb - - 2 10-01-00:10-04-08 3.5" BB01031) 311 lb 1384 lb - - 3 21-10-00:22-01-08 3.5" BBO2(i32) 357 lb 1512 lb - - 4 33-10-00:34-01-08 1.75" F21(i28) 135 lb 598/-60 lb - - Loads: Maximum Loads on Member Type Start:End Combine Source Dead Floor Live Roof Live &Ism Uniform 0:34-01-08 - FC1 Floor Decking 27 lb/ft 107 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. File Name: SP19-317 Javelin®Software 6.1.0.25 5/20/2019 10:57:08 AM Page 1 of 2 PDF created with odfFactory Pro trial version www.odffactorv.com e4JAVELIN Member Report salt f,rsrs tar Wal,sr,isssi" Floor Container:FC1 I Label:A35 I Design Tag:1205 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-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-Prov'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}]SU5TAlN#tLE cORE5TRY N1fTL&WF File Name: SP19-317 Javelin®Software 6.1.0.25 5/20/2019 10:57:08 AM Page 2 of 2 PDF created with odfFactory Pro trial version www.Ddffactorv.com