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Report (2) /201.1? U1 Z5,2)k al 1Sr2l9 e 2/ 2 1 '- v-AJAVELIN Member ReporteAtIr .. 6 w.w. ... Floor Container:FC1 I Label:A2 I Design Tag:i463 REI I jJ Design Passed 1 piece(s)of 9 1/2"TJI®110 Member Type:FloorJoist I Level:Main MAY 2E811'8 2019 Product is Sufficient for Application and Loads Described CITY. r.,q BUILDINrF,011 /�ItciO�� 1 2 ......................................................................... 2-00-00 ` 2-00-00 '1 Building Code: IBC 2012 Design Methodology: ASD Member Cut Length: 2-00-00 Member Drawing Not to Scale Design Results: Design @ Location Allowed Result LDF Load Combination-(Load Group) Critical Reaction 67 lb @ 0 910 lb(1.75") Passed-7% 1.00 1.0 D+1.0 L-(0) Shear 67 lb @ 0 1220 lb Passed-5% 1.00 1.0 D+1.0 L-(0) Moment 33 lb-ft @ 1-00-00 2500 lb-ft Passed-1% 1.00 1.0 D+1.0 L-(0) Live Load Deflection 0.00"@ 0 0.05"L/480 Passed-L/999 - 1.0 D+1.0 L-(0) Total Load Deflection 0.00"@ 1-00-00 0.10"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-ProrM Rating calculation the controlling span is considered to be supported by beams. Top Edge Bracing(Lu):Top compression edge must be braced at 2-00-00 o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 2-00-00 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'a Source Dead Floor Live Roof Live Snow 1 0:0 1.75" A3(i273) 14 lb 57 lb - - 2 2-00-00:- 1.75" A3(i462) 14 lb 57 lb - - Loads: Maximum Loads on Member Type Start:End Combine Source Dead Floor Live Roof Live Snow Uniform 0:2-00-00 - FC1 Floor Decking 13 Ib/ft 53 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: *If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope. File Name: SP19-311 Javelins Software 6.1.0.25 Design Engine:V7.0.1.1 5/17/2019 1:41:23 PM Page 1 of 2 PDF created with pdfFactory Pro trial version www.pdffactory.com J A, Y E L I N Member Report 41411 *1* nr W4.4114*440, Floor Container:FC1 I Label:A2 I Design Tag:i463 Design Passed 1 piece(s)of 9 1/2"TM®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*"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. SUSb 4NA64E FORESTRY#t1TlA*WE File Name: SP19-311 Javelins Software 6.1.0.25 Design Engine:V7.0.1.1 5/17/2019 1:41:23 PM Page 2 of 2 PDF created with pdfFactory Pro trial version www.pdffactory.com J A ! E L I N Member Report f ` 4 Floor Container:FC1 I Label:A3 I Design Tag:i462 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 .,i,--- 2-06-04::. 2 2-06-04 Building Code: IBC 2012 Design Methodology: ASD Member Cut Length: 2-06-04 Member Drawing Not to Scale Design Results: Design @ Location Allowed Result LDF Load Combination-(Load Group) Critical Reaction 56 lb @ 2-06-04 910 lb(1.75") Passed-6% 1.00 1.0 D+1.0 L-(0) Shear 56 lb @ 2-06-04 1220 lb Passed-5% 1.00 1.0 D+1.0 L-(0) Moment 35 lb-ft @ 1-10-08 2500 lb-ft Passed-1% 1.00 1.0 D+1.0 L-(0) Live Load Deflection 0.00"@ 1-10-08 0.06"L/480 Passed-L/999 - 1.0 D+1.0 L-(0) Total Load Deflection 0.00"@ 1-10-08 0.13"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 2-06-00 ofc unless detailed otherwise. "Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 2-06-00 o/c unless detailed otherwise. "Member design(strength)is based on loads shown in loading section. TJ-ProTu 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:- 1.75" A32(i452) 4 lb 15 lb - - 2 2-06-04:- 1.75" A32(i443) 10 lb 42 lb - - Loads: Maximum Loads on Member Type Start:End Combine Source ead Floor Live Roof Live Snow Point 1-10-08:- - A2(i463) 14 lb 57 lb - - Connector Information: Nailing Requirements Support Manufacturer Model Tip 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 I Location Accessory Product(s) 1-10-08 (2)5/8"or 3/4"Backer Blocks Errors,Warnings,&Notes: File Name: SP19-311 Javelin®Software 6.1.0.25 Design Engine:V7.0.1.1 5/17/2019 1:41:23 PM Page 1 of 2 PDF created with pdfFactory Pro trial version www.pdffactory.com • �' i A V LaI4 Member Report Floor Container:FC1 I Label:A3 I Design Tag:1462 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 This member was designed as a girder member due to load and/or framing conditions. TJ-Pro'*"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. SUSIAINA6tE KNtESTRY tWITW'1VE File Name: SP19-311 Javelins Software 6.1.0.25 Design Engine:V7.0.1.1 5/17/2019 1:41:23 PM Page 2 of 2 PDF created with pdfFactory Pro trial version www.pdffactory.com etiJAVEL. IN. Member Report Floor Container:FC1 I Label:A25 I Design Tag:i456 Design Passed 1 piece(s)of 9 112"TJI®110 Member Type:FloorJoist I Level:Main Product is Sufficient for Application and Loads Described 1 I f I A, __. I d 2 3 1 3-08 ----- 12-01-08 308 _.... 11-08-08 _._. 1-12 _........_24-06-12... Building Code: IBC 2012 Design Methodology: ASD Member Cut Length: 24-06-12 Member Drawing Not to Scale Design Results: Design @ Location Allowed Result LDF Load Combination-(Load Group) Critical Reaction 1938 lb @ 12-06-12 1935 lb(3.5") Passed-100% 1.00 1.0 D+1.0 L-(0) Shear 878 lb @ 12-08-08 1220 lb Passed-72% 1.00 1.0 D+1.0 L-(0) Moment -2369 lb-ft @ 12-06-12 2500 lb-ft Passed-95% 1.00 1.0 D+1.0 L-(0) Live Load Deflection 0.20"@ 6-00-10 0.31"L/480 Passed-U744 1.0 D+1.0 L-(0) Total Load Deflection 0.23"@ 5-11-09 0.62"L/240 Passed-U636 - 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(0148)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 3-01-00 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 0:3-08 1.75" F19(i24) 124 lb 571 1-74 lb - - 2 12-05-00:12-08-08 3.51" B807(i33) 387 lb 1550 lb - - 3 24-05-00:24-06-12 1.75" BBO6(i34) 121 lb 564/-82 lb - - Loads: Maximum Loads on Member Type Start:End Combine Source Dead Floor Live Roof Live Snow Uniform 0:24-06-12 - FC1 Floor Decking 13 lb/ft 53 lb/ft - - Uniform 0:15-02-12 - FC1 Floor Decking 12 lb/ft 47 lb/ft - - Uniform 15-02-12:24-06-12 - FC1 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. File Name: SP19-311 Javelin®Software 6.1.0.25 Design Engine:V7.0.1.1 5/17/2019 1:41:23 PM Page 1 of 2 PDF created with pdfFactory Pro trial version www.pdffactory.com Member Report "w+' bp W """ "' Floor Container:FC1 I Label:A25 Design Tag:i456 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. y 5USTA7NA&E FORESTRY QJRIA')VE File Name: SP19-311 Javelin®Software 6.1.0.25 Design Engine:V7.0.1.1 5/17/2019 1:41:23 PM Page 2 of 2 PDF created with pdfFactory Pro trial version www.pdffactorv.com aJAVELIN Member Report Floor Container:FC1 I Label:A10 I Design Tag:i454 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 ,` I II '1 1' 2 3-08 8-09-08 t 11-12 9-02-12 Building Code: IBC 2012 Design Methodology: ASD Member Cut Length: 9-02-12 Member Drawing Not to Scale Design Results: Design @ Location Allowed Result LDF Load Combination-(Load Group) Critical Reaction 606 lb @ 9-02-00 910 lb(1.75') Passed-67% 1.00 1.0 D+1.0 L-(0) Shear 586 lb @ 3-08 1220 lb Passed-48% 1.00 1.0 D+1.0 L-(0) Moment 1338 lb-ft @ 4-08-04 2500 lb-ft Passed-54% 1.00 1.0 D+1.0 L-(0) Live Load Deflection 0.09"@ 4-08-04 0.22"L/480 Passed-U999 - 1.0 D+1.0 L-(0) Total Load Deflection 0.11"@ 4-08-04 0.45"L/240 Passed-U953 - 1.0 D+1.0 L-(0) TJ Pro Rating 54 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-ProT""Rating calculation the controlling span is considered to be supported by beams. *Top Edge Bracing(Lu):Top compression edge must be braced at 4-04-00 o/c unless detailed otherwise. 'Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 9-03-00 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 Rend Beg Source Dead Floor Live Roof Live Snow 1 0:3-08 1.75" F21(i20) 128 lb 512 lb - - 2 9-01-00:9-02-12 1.75" BBO6(i34) 121 lb 484 lb - - Loads: Maximum Loads on Member Type Start:End Combine Source Dead Floor Live Roof Live Snow Uniform 0:9-02-12 - 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. '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. File Name: SP19-311 Javelins Software 6.1.0.25 Design Engine:V7.0.1.1 5/17/2019 1:41:23 PM Page 1 of 2 PDF created with pdfFactory Pro trial version www.pdffactory.com WAVE �. Member Report `w"" la, w `""""` Floor Container:FC1 I Label:A10 I Design Tag:1454 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. Sta./1 N46LE FORESTRY NT1&1VE File Name: SP19-311 Javelin®Software 6.1.0.25 Design Engine:V7.0.1.1 5/17/2019 1:41:23 PM Page 2 of 2 PDF created with pdfFactory Pro trial version www.pdffactory.com ' JAVELIN ..,. b, w*v. ....,. Member Report Floor Container:FC1 I Label:A24 I Design Tag:i422 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 3-08 10-09-08 -3-08 __..12-01-08 _._ 3-08 23-09-08 Building Code: IBC 2012 Design Methodology: ASD Member Cut Length: 23-09-08 Member Drawing Not to Scale Design Results: Design @ Location Allowed Result LDF Load Combination-(Load Group) Critical Reaction 1953 lb @ 11-02-12 1935 lb(3.5") Passed-101% 1.00 1.0 D+1.0 L-(0) Shear 906 lb @ 11-04-08 1220 lb Passed-74% 1.00 1.0 D+1.0 L-(0) Moment -2299 lb-ft @ 11-02-12 2500 lb-ft Passed-92% 1.00 1.0 D+1.0 L-(0) Live Load Deflection 0.21"@ 17-09-01 0.31"L/480 Passed-L/707 - 1.0 D+1.0 L-(0) Total Load Deflection 0.25"@ 17-09-15 0.62"L/240 Passed-L1595 - 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 TM Rating calculation the controlling span is considered to be supported by beams. *Top Edge Bracing(Lu):Top compression edge must be braced at 3-07-00 o/c unless detailed otherwise. *Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 3-02-00 o/c unless detailed otherwise. *Member design(strength)is based on loads shown in loading section. TJ-Pro T"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" F27(i21) 114 lb 552/-98 lb - - 2 11-01-00:11-04-08 3.58" BBO8(i36) 390 lb 1562 lb - - 3 23-06-00:23-09-08 1.75" F23(119) 136 lb 605/-62 lb - - Loads: Maximum Loads on Member Tvge Start:End Combine Source Dead Floor Live Roof Live Snow Uniform 0:23-09-08 - 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: SP19-311 Javelin®Software 6.1.0.25 Design Engine:V7.0.1.1 5/17/2019 1:41:23 PM Page 1 of 2 PDF created with pdfFactory Pro trial version www.pdffactory.com 4.1AVELIN Member Report Floor Container:FC1 I Label:A24 I Design Tag:1422 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-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. Sti,TAINABtE FORESTRY WAIVE V File Name: SP19-311 Javelin®Software 6.1.0.25 Design Engine:V7.0.1.1 5/17/2019 1:41:23 PM Page 2 of 2 PDF created with pdfFactory Pro trial version www.pdffactory.com i A VT E ` I N Member Report Floor Container:FC1 I Label:A25 I Design Tag:1369 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 , 1 2 3 13-08 ....11-08-08 :3-08 --- 12-01-08. __.. .3-08 24-08-08 '.. Building Code: IBC 2012 Design Methodology: ASD Member Cut Length: 24-08-08 Member Drawing Not to Scale Design Results: Design @ Location Allowed Result LDF Load Combination-(Load Group) Critical Reaction 1012 lb @ 12-01-12 1935 lb(3.5") Passed-52% 1.00 1.0 D+1.0 L-(0) Shear 480 lb @ 12-03-08 1220 lb Passed-39% 1.00 1.0 D+1.0 L-(0) Moment -1230 lb-ft @ 12-01-12 2500 lb-ft Passed-49% 1.00 1.0 D+1.0 L-(0) Live Load Deflection 0.11"@ 18-07-14 0.31"U480 Passed-U999 - 1.0 D+1.0 L-(0) Total Load Deflection 0.12"@ 18-08-14 0.62"L/240 Passed-L/999 - 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-ProT"Rating calculation the controlling span is considered to be supported by beams. *Top Edge Bracing(Lu):Top compression edge must be braced at 5-03-00 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-Pro T°1 Rating,if shown,is based on 2-08-00 o.c.spacing. Supports: Maximum Loads to Supports Support Start:End Read Br'g Source Dead Floor Live Roof Live Snow 1 0:3-08 1.75" BBO4(i35) 59 lb 281/-43 lb - - 2 12-00-00:12-03-08 3.5" BB08036) 203 lb 812 lb - - 3 24-05-00:24-08-08 1.75" F23(i19) 67 lb 304/-38 lb - - Loads: Maximum Loads on Member Type Start:End Combine Source Dead Floor Live Roof Live Snow Uniform 1-12:24-08-08 - FC1 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. File Name: SP19-311 Javelin®Software 6.1.0.25 Design Engine:V7.0.1.1 5/17/2019 1:41:23 PM Page 1 of 2 PDF created with pdfFactory Pro trial version www.pdffactory.com 4JAVELIN Member Report Floor Container:FC1 I Label:A25(Design Tag:i369 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-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 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. ( y1 StJ&TAlNA6&.E 1ORE5TRi 44171/ME File Name: SP19-311 Javelin®Software 6.1.0.25 Design Engine:V7.0.1.1 5/17/2019 1:41:23 PM Page 2 of 2 PDF created with pdfFactory Pro trial version www.pdffactory.com ediJAVELIN Member Report Floor Container:FC1 I Label:A13 I Design Tag:1362 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...... 1.__... ,,1:, I i __ 1 1 � j ,_1v 2 3-09 ____ _..._ ..._.. _..... __._.11-08-08_._. 3-08 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 400 lb @ 2-08 1375 lb(3.5") Passed-29% 1.00 1.0 D+1.0 L-(0) 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"@ 6-01-12 0.30"L1480 Passed-U999 - 1.0 D+1.0 L-(0) 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 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 SUppprt Start:End Req'd Beg Source Dead Floor Live Roof Live Snow 1 0:3-08 1.75" BB04(i35) 80 lb 320 lb - - 2 12-00-00:12-03-08 1.75" BB08(i36) 80 lb 320 lb - - Loads: Maximum Loads on Member Type Start:End Combine Source Dead Floor Live Roof Live Snow Uniform 1-12:12-01-12 - 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. *Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. *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*"Rating. File Name: SP19-311 Javelin®Software 6.1.0.25 Design Engine:V7.0.1.1 5/17/2019 1:41:23 PM Page 1 of 2 PDF created with pdfFactory Pro trial version www.pdffactory.com • ,,, JAVELIN- Member Report '414-JAVELIN- °' w"""w` '`•' Floor Container:FC1 I Label:A13 I Design Tag:1362 Design Passed 1 piece(s)of 9 112"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 wit 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. iTAINABIE FORESTRY NITIA7WE File Name: SP19-311 Javelin®Software 6.1.0.25 Design Engine:V7.0.1.1 5/17/2019 1:41:23 PM Page 2 of 2 PDF created with pdfFactory Pro trial version www.pdffactory.Com ` JAVELIN Member Report I `. Floor Container:FC1 I Label:A36 I Design Tag:1343 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 2 3 1 4 1-12 __. 10-04-08 _._ 308... 11-08-08 ...... 3-08 _...12-01-08 -08 35-02-12 Building Code: IBC 2012 Design Methodology: ASD Member Cut Length: 35-02-12 Member Drawing Not to Scale Design Results: Design @ Location Allowed Result LDF Load Combination-(Load Group) Critical Reaction 1779 lb @ 10-08-00 1935 lb(3.5") Passed-92% 1.00 1.0 D+1.0 L-(0) Shear 808 lb @ 10-09-12 1220 lb Passed-66% 1.00 1.0 D+1.0 L-(0) Moment -1928 lb-ft @ 10-08-00 2500 lb-ft Passed-77% 1.00 1.0 D+1.0 L-(0) Live Load Deflection 0.15"@ 16-08-06 0.30"0480 Passed-U948 - 1.0 D+1.0 L-(0) Total Load Deflection 0.16"@ 5-00-13 0.53"U240 Passed-L/818 - 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-ProT"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 3-06-00 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 Sr'q Source Dead Floor Live Roof Live Snow 1 0:1-12 1.75" BBO6(i34) 110 lb 516/-77 lb - - 2 10-06-04:10-09-12 3.5" BBO4(i35) 340 lb 1439 lb - - 3 22-06-04:22-09-12 3.5" BBO8(i36) 267 lb 1162 lb - - 4 34-11-04:35-02-12 1.75" F23(119) 70 lb 342/-60 lb - - Loads: Maximum Loads on Member Type Start:End Combine Source Dead Floor Live Roof Live Snow Uniform 0:22-08-00 - FC1 Floor Decking 27 lb/ft 107 lb/ft - - Uniform 22-08-00:35-02-12 - FC1 Floor Decking 14 lb/ft 58 lb/ft - - Errors.Warnings,&Notes: 'CAUTION:This member is spaced wider than the user-defined preference setting for maximum member spacing. File Name: SP19-311 Javelin®Software 6.1.0.25 Design Engine:V7.0.1.1 5/17/2019 1:41:23 PM Page 1 of 2 PDF created with pdfFactory Pro trial version www.pdffactory.com J A V E tL, �I* ' Member Report • rim Floor Container:FC1 I Label:A36 I Design Tag:1343 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-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 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. STAIN&E HALM'tMTIKNE File Name: SP19-311 Javelin®Software 6.1.0.25 Design Engine:V7.0.1.1 5/17/2019 1:41:23 PM Page 2 of 2 PDF created with pdfFactory Pro trial version www.pdffactory.com • J M E L WI iN Member Report Floor Container:FC1 I Label:A32 I Design Tag:i336 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 2 3 1 4 3-08 6-03-08 308 11-08-08 13-08__._... 12-01-08 3-08 31-03-08 Building Code: IBC 2012 Design Methodology: ASD Member Cut Length: 31-03-08 Member Drawing Not to Scale Design Results: Design @ Location Allowed Result LDF Load Combination-(Load Group) Critical Reaction 1639 lb @ 18-08-12 1935 lb(3.5") Passed-85% 1.00 1.0 D+1.0 L-(0) Shear 892 lb @ 18-10-08 1220 lb Passed-73% 1.00 1.0 D+1.0 L-(0) Moment -1964 lb-ft @ 18-08-12 2500 lb-ft Passed-79% 1.00 1.0 D+1.0 L-(0) Live Load Deflection 0.21"@ 25-03-01 0.31"L/480 Passed-L/705 - 1.0 D+1.0 L-(0) Total Load Deflection 0.25"@ 25-03-09 0.62"L/240 Passed-L/582 - 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-ProT"Rating calculation the controlling span is considered to be supported by beams. *Top Edge Bracing(Lu):Top compression edge must be braced at 3-07-00 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-ProT""Rating,if shown,is based on 2-08-00 o.c.spacing. Supports: Maximum Loads to Supports Support Start:End Reg'd Br'q Source Dead Floor Live Roof Live Snow 1 0:3-08 1.75" F29(i30) 75 lb 404/-103 lb - - 2 6-07-00:6-10-08 3.5" BB04(i35) 192 lb 948 lb - - 3 18-07-00:18-10-08 3.5" BBO8(i36) 322 lb 1316 lb - - 4 31-00-00:31-03-08 1.75" F23(i19) 142 lb 606/-37 lb - - Loads: Maximum Loads on Member Type Start:End Combine Source Dead Floor Live Roof Live Snow Uniform 0:6-08-12 - FC1 Floor Decking 27 lb/ft 107 lb/ft - - Uniform 6-08-12:18-08-12 - FC1 Floor Decking 18 lb/ft 71 lb/ft - - Uniform 18-08-12:31-03-08 - 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. File Name: SP19-311 Javelin®Software 6.1.0.25 Design Engine:V7.0.1.1 5/17/2019 1:41:23 PM Page 1 of 2 PDF created with pdfFactory Pro trial version www.pdffactory.com 4:JAVELIN- Member Report"" b' "`""""`," Floor Container:FC1 I Label:A32 I Design Tag:1336 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-ProT""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. SUSTAiNAE&E FORESTRY 0,4114-NE File Name: SP19-311 Javelin®Software 6.1.0.25 Design Engine:V7.0.1.1 5/17/2019 1:41:23 PM Page 2 of 2 PDF created with pdfFactory Pro trial version www.pdffactory.com ` AVE ', Member Report hP V/o Floor Container:FC1 I Label:A19 I Design Tag:1329 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 , 3-04 12-01-12 3-08._..... 5-05-08 3-08 18-05-08 Building Code: IBC 2012 Design Methodology: ASD Member Cut Length: 18-05-08 Member Drawing Not to Scale Design Results: Design @ Location Allowed Result LDF Load Combination-(Load Group) Critical Reaction 1113 lb @ 12-06-12 1935 lb(3.5") Passed-58% 1.00 1.0 D+1.0 L-(0) Shear 595 lb @ 12-05-00 1220 lb Passed-49% 1.00 1.0 D+1.0 L-(0) Moment -1259 lb-ft 0 12-06-12 2500 lb-ft Passed-50% 1.00 1.0 D+1.0 L-(0) Live Load Deflection 0.12"@ 5-10-04 0.31"L/480 Passed-L/999 - 1.0 D+1.0 L-(0) Total Load Deflection 0.15"@ 5-10-01 0.62"L/240 Passed-U968 - 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-ProT"Rating calculation the controlling span is considered to be supported by beams. *Top Edge Bracing(Lu):Top compression edge must be braced at 4-08-00 o/c unless detailed otherwise. *Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 4-05-00 o/c unless detailed otherwise. *Member design(strength)is based on loads shown in loading section. TJ-Pron.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 0:3-04 1.75" F19(i24) 93 lb 380/-7 lb - - 2 12-05-00:12-08-08 3.5" BBO7(i33) 222 lb 890 lb - - 3 18-02-00:18-05-08 1.75" F31(i22) 11 lb 206/-161 lb - - Loads: Maximum Loads on Member Type Start:End Combine Source Dead Floor Live Roof Live Snow Uniform 0:18-05-08 - FC1 Floor Decking 17 lb/ft 70 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: SP19-311 Javelin®Software 6.1.0.25 Design Engine:V7.0.1.1 5/17/2019 1:41:23 PM Page 1 of 2 PDF created with pdfFactory Pro trial version www.pdffactory.com diJAVELIN- Member Report 11,1,11/11“1 bp w.,. ,..,,., Floor Container:FC1 I Label:A19 I Design Tag:1329 Design Passed 1 piece(s)of 9 1/2"TJI®110 Member Type:FloorJoist 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-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 T"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. St,MAINAdt4E cORE5TRt RbTI JWE File Name: SP19-311 Javelin®Software 6.1.0.25 Design Engine:V7.0.1.1 5/17/2019 1:41:23 PM Page 2 of 2 PDF created with pdfFactory Pro trial version www.pdffactory.com • J A �``f E L I Member Report Floor Container:FC1 I Label:A32 I Design Tag:i323 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 3 1 4 "3-08 8-03-08 3-08 11-08-08 3-08 12-01-08 3-08 31-03-08 Building Code: IBC 2012 Design Methodology: ASD Member Cut Length: 31-03-08 Member Drawing Not to Scale Design Results: Design @ Location Allowed Result LDF Load Combination-(Load Group) Critical Reaction 1923 lb @ 18-08-12 1935 lb(3.5") Passed-99% 1.00 1.0 D+1.0 L-(0) Shear 906 lb @ 18-10-08 1220 lb Passed-74% 1.00 1.0 D+1.0 L-(0) Moment -2260 lb-ft @ 18-08-12 2500 lb-ft Passed-90% 1.00 1.0 D+1.0 L-(0) Live Load Deflection 0.21"©25-03-02 0.31"L/480 Passed-U707 - 1.0 D+1.0 L-(0) Total Load Deflection 0.25"©25-03-14 0.62"L/240 Passed-U593 - 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-ProT"Rating calculation the controlling span is considered to be supported by beams. Top Edge Bracing(Lu):Top compression edge must be braced at 3-07-00 o/c unless detailed otherwise. *Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 3-02-00 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 0:3-08 1.75" F29(i30) 46 lb 339/-156 lb - - 2 6-07-00:6-10-08 3.5" BBO4(i35) 239 lb 1137 lb - - 3 18-07-00:18-10-08 3.5" BBOB(i36) 380 lb 1542 lb - - 4 31-00-00:31-03-08 1.75" F23(i19) 137 lb 605/-56 lb - - Loads: Maximum Loads on Member Type Start:End Combine Source Dead Floor Live Roof Live Snow Uniform 0:31-03-08 - FC1 Floor Decking 13 lb/ft 53 lb/ft - - Uniform 0:7-04-12 - FC1 Floor Decking 8 lb/ft 33 lb/ft - - Uniform 7-04-12:31-03-08 - FC1 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. File Name: SP19-311 Javelin®Software 6.1.0.25 Design Engine:V7.0.1.1 5/17/2019 1:41:23 PM Page 1 of 2 PDF created with pdfFactory Pro trial version www.pdffactory.com , l rAVEYL I tlN Member Report �� Floor Container:FC1 I Label:A32 I Design Tag:1323 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-ProT"^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. (WSJSUSTAINAME FORESTRY O.tITIAIVE File Name: SP19-311 Javelin®Software 6.1.0.25 Design Engine:V7.0.1.1 5/17/2019 1:41:23 PM Page 2 of 2 PDF created with pdfFactory Pro trial version www.pdffactory.com