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581 TIMBER BRIDGE LN - TRUSSES Building Component Supply, Inc. 4627 J.P. Hall Blvd. Suite 208 B�� Green Cove Springs, FL 32043 aui.•iNG CI NKNENT suw.r.INC. Tel: (904) 297-9390 Re : 7468 Date: 07/06/15 Site Information: Project Customer: Toll Brothers Model Name :The Catalin Lot/Block: 161 Subdivision :Alantic Beach Country Club Elevation :Caribbean Name Address and License # of Structural Engineer of Record, If there is one, for this building. Name: Lou Pontigo &Assoc. - Lou Pontigo P.E. License#: 53311 Address: 420 Osceola Avenue , Jacksonville Beach, FL 32250 General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2010/TP12007 Design Program: 7.62 Apr 30 2015 Roof Load: 40.0 psf Floor Load: 55.0 psf Wind Code: MWFRS(Directional)/C-C hybrid Wind ASCE 7-10 Wind Speed: 130 mph This package includes 132 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No Date Truss ID# Seal# No Date Truss ID# Seal# No Date Truss ID# Seal# 1 05/25/15 CJO2A A0036447 23 05/25/15 EJ10 A0036469 45 05/25/15 FT08 A0036491 2 07/01/15 DO1 A0036448 24 05/25/15 EJ13 A0036470 46 05/25/15 FT39 A0036492 3 07/01/15 D02 A0036449 25 05/25/15 F01 A0036471 47 05/25/15 FTGO1 A0036493 4 05/25/15 EJ01 A0036450 26 05/25/15 F02 A0036472 48 05/25/15 FTGO2 A0036494 5 07/06/15 EJ02 A0036451 27 05/25/15 F03 A0036473 49 05/25/15 FTGO3 A0036495 6 07/06/15 EJO2A A0036452 28 05/25/15 F04 A0036474 50 05/25/15 FTGO4 A0036496 7 07/06/15 EJO2B A0036453 29 05/25/15 F05 A0036475 51 05/25/15 FTGO5 A0036497 8 05/25/15 EJ04 A0036454 30 05/25/15 F06 A0036476 52 05/25/15 FTGO6 A0036498 9 05/25/15 EJ05 A0036455 31 05/25/15 F07 A0036477 53 05/25/15 FTGO7 A0036499 10 07/01/15 EJ06 A0036456 32 05/25/15 F08 A0036478 54 07/01/15 HJO1 A0036500 11 07/01/15 EJO6A A0036457 33 05/25/15 F09 A0036479 55 06/30/15 HJO1A A0036501 12 05/25/15 EJO6B A0036458 34 05/25/15 F10 A0036480 56 05/25/15 HJO3 A0036502 13 05/25/15 EJO6C A0036459 35 05/25/15 FG02 A0036481 57 05/25/15 HJO4 A0036503 14 06/30/15 EJO6D A0036460 36 05/25/15 FGE01 A0036482 58 06/30/15 PB01 A0036504 15 06/30/15 EJO6E A0036461 37 05/25/15 FGE02 A0036483 59 06/30/15 PB02 A0036505 16 06/30/15 EJO6F A0036462 38 05/25/15 FT01 A0036484 60 06/30/15 P603 A0036506 17 06/30/15 EJO6G A0036463 39 05/25/15 FT02 A0036485 61 06/30/15 PB04 A0036507 18 05/25/15 EJO6T A0036464 40 05/25/15 FT03 A0036486 62 06/30/15 PB05 A0036508 19 05/25/15 EJO6TA A0036465 41 05/25/15 FT04 A0036487 63 07/06/15 PB06 A0036509 20 05/25/15 EJ08 A0036466 42 05/25/15 FT05 A0036488 64 07/06/15 PB07 A0036510 21 05/25/15 EJ09 A0036467 43 05/25/15 FT06 A0036489 65 06/30/15 PB08 A0036511 22 07/06/15 EJO9A A0036468 44 05,'25/15 FT07 A0036490 66 06/30/15 PB09 A0036512 The truss drawing(s)referenced above have been prepared by MiTek Truss Design Engineer's Name:Julius Lee, PE Industries, Inc.under my direct supervision based on the parameters My license renewal date for the state of Florida is February 28,2017. provided by Building Component Suppy,Inc.in Green Cove Springs, FL. Note:The seal on these drawings indicate acceptance of Digitally signed by Julius professional engineering responsibility solely for the truss .�`��`tS Is!rr��'o Lee components shown.The suitability and use of this component ;,�J\.'••......... .NSF.4F�,' for any particular building is the responsiblity of the building !..r* '. k% DN: c=U S, st=Florida, desinger,per ANSI/TPI-1 Section 2. N 34869: m= l=Boynton Beach, o=Julius ,0 • STATE OF :.��; Lee, cn=Julius Lee,•., '•.F(ORION.•• ON:,,,, %'/S/bNA`.-�,,' email=leeengr @aol.com 1109 COASTAL BAY Date: 2015.07.06 14:22:44 BOYNTON BEACH,FL 33435 _04100 Page 1 of 2 Building Component Supply, Inc. 4627 J.P. Hall Blvd. Suite 208 B�� Green Cove Springs, FL 32043 BULLING COMPONENT EJPP.r.INC. Tel: (904) 297-9390 Re : 7468 Date: 07/06/15 Site Information: Project Customer:Toll Brothers Model Name :The Catalin Lot/Block: 161 Subdivision :Alantic Beach Country Club Elevation :Caribbean Name Address and License # of Structural Engineer of Record, If there is one, for this building. Name: Lou Pontigo&Assoc. - Lou Pontigo P.E. License#: 53311 Address: 420 Osceola Avenue , Jacksonville Beach, FL 32250 General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TPI2007 Design Program: 7.62 Apr 30 2015 Roof Load: 40.0 psf Floor Load: 55.0 psf Wind Code: MWFRS(Directional)/C-C hybrid Wind ASCE 7-10 Wind Speed: 130 mph This package includes 132 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No Date Truss ID# Seal# No Date Truss ID# Seal# No. Date Truss ID# Seal# 67 06/30/15 PB10 A0036513 89 07/06/15 T21A A0036535 111 07/06/15 143 A0036557 68 07/06/15 T01 A0036514 90 05/25/15 122 A0036536 112 07/06/15 T44 A0036558 69 05/25/15 T02 A0036515 91 07/06/15 T23 A0036537 113 07/01/15 T45 A0036559 70 05/25/15 103 A0036516 92 07/06/15 T23A A0036538 114 07/01/15 146 A0036560 71 05/25/15 T04 A0036517 93 05/25/15 124 A0036539 115 07/01/15 T47 A0036561 72 07/06/15 T05 A0036518 94 07/06/15 T25 A0036540 116 07/01/15 T48 A0036562 73 05/25/15 T06 A0036519 95 05/25/15 T26 A0036541 117 07/01/15 T49 A0036563 74 05/25/15 T07 A0036520 96 05/25/15 T27 A0036542 118 07/01/15 T50A A0036564 75 05/25/15 T08 A0036521 97 05/25/15 128 A0036543 119 07/01/15 T50B A0036565 76 05/25/15 T09 A0036522 98 05/25/15 T29 A0036544 120 07/01/15 150C A0036566 77 05/25/15 T10 A0036523 99 07/06/15 T30 A0036545 121 07/01/15 T5OD A0036567 78 05/25/15 T11 A0036524 100 05/25/15 T31 A0036546 122 07/01/15 151 A0036568 79 05/25/15 112 A0036525 101 05/25/15 T32 A0036547 123 07/01/15 152 A0036569 80 05/25/15 T13 A0036526 102 05/25/15 T33 A0036548 124 07/01/15 T53 A0036570 81 05/25/15 T14 A0036527 103 05/25/15 T34 A0036549 125 07/01/15 T54 A0036571 82 05/25/15 T15 A0036528 104 05/25/15 T35 A0036550 126 07/06/15 T55 A0036572 83 05/25/15 T16 A0036529 105 05/25/15 T36 A0036551 127 07/01/15 T56 A0036573 84 06/30/15 T17 A0036530 106 05/25/15 T37 A0036552 128 07/01/15 T57 A0036574 85 07/06/15 118 A0036531 107 05/25/15 T38 A0036553 129 06/30/15 T58 A0036575 86 07/06/15 T19 A0036532 108 05/25/15 T40 A0036554 130 07/01/15 T61 A0036576 87 07/01/15 T20 A0036533 109 07/01/15 T41 A0036555 131 07/01/15 T62 A0036577 88 07/01/15 T21 A0036534 110 07/06/15 142 A0036556 132 07/06/15 163 A0036578 The truss drawing(s)referenced above have been prepared by MiTek Truss Design Engineer's Name:Julius Lee,PE Industries, Inc.under my direct supervision based on the parameters My license renewal date for the state of Florida is February 28,2017. provided by Building Component Suppy, Inc.in Green Cove Springs,FL. � \0 tllt .1//7 Note:The seal on these drawings indicate acceptance of ��\ \vs S'k /��i professional engineering responsibility solely for the truss N.,\\ . ��CENSF components shown.The suitability and use of this component for any particular building is the responsiblity of the building - * 4. 34869 desinger, per ANSI/TPI-1 Section 2. _ • - .. r ': : I/ _70 • : W= 7-1;7/6/2015 ° STATE OF .• � . •••.ELORIDP • 0 '"i /O NIA`\ \\\\ 1109 COASTAL BAY BOYNTON BC, FL 33435 Page 2 of 2 !lop L Job Truss ,Truss Type Qty Ply The Catalin A0029612 7468 CJO2A Corner Jack 1 1�9��77 nn Job Reference(optional) r ., r Buiding Component Supply.Green Cove Springs,FL Run:7.620 s Apr 30 2015Pnni 7.620 s Apr 30 20151ATek Industries,inc. Mon Jul 06 12:40:43 2015 Page 1 20 7-0 ID:2ljojr0Bn0L tV718zGwiq-6wByGXOPyLXJBm6omBEL004_25n3hYgId7zFMdz_oPo 1-8-4 2-0.0' 1-8-4 ' 0-3-12 Scale=1:10.3 2 6.00 12 , T1 50th-20t a} 1 :•• '• a' N 0.5.81' EMIIIIIi kM36#/-1# 3x5 I I 3 20-7-0 20-7-0 21-9-9 0-10-7 2-0-0 0-10-7 1-1-9 Plate Offsets(X,Y)— [1:0-2-8,0-0-7]_ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) -0.00 6 >999 180 BCLL 0.0 - Rep Stress Inc' YES WB 0.00 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=50/Mechanical,3=30/Mechanical,1=80/0-5-8 (min.0-1-8) Max Horz 1=29(LC 12) Max Uplift2=-20(LC 12),3=-1(LC 12) Max Grav2=50(LC 1),3=36(LC 3),1=80(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-28/18 BOT CHORD 1-3=-44/28 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.II; Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 20 lb uplift at joint 2 and 1 lb uplift at joint 3. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply The Crain A0029616 7468 EJ01 Jack-Open 1 1 1,, Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Pri t:7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Jul 0612:40:43 2015 Page 1 20.7-0 ID:2ljojr0Bn0LP6c� 50718zGw q-6wByGX0PyLXJBm6omBEL004_25n3tYgld7zFMdz_oPo 2-0-0 2-0-0 Scale=1:10.6 2 6.00 12 pi la 1 0-5g 1 36#1-1# 3x5 :I 3 20.7-0 20-7-0 21-9-9 2-0-0 2-0-0 Plate Offsets(X,Y)— (1:0-2-8,0-0-7] _ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) -0.00 6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight 7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer j Installation guide. REACTIONS. (lb/size) 2=50/Mechanical,3=30/Mechanical,1=80/0-5-8 (min.0-1-8) Max Horz 1=29(LC 12) Max Uplift2=-20(LC 12),3=-1(LC 12) Max Grav2=50(LC 1),3=36(LC 3),1=80(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-28/18 BOT CHORD 1-3=-44/28 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 20 lb uplift at joint 2 and 1 lb uplift at joint 3. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job 'truss Truss Type Qty Ply The Catalin 40029617 7468 EJ02 Jack-Open 13 1 an 7 Job Reference(optional) ` Building Component Supply.Green Cove Springs,FL Run:7.620 s Apr 30 2075 Pnrtt:7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Jul 0612:40:43 2015 Page 1 20 7-0 ID:2ljojr0Bn0LP6�f�lttgp718zGwiq-6wByGXOPyLXJBm6omBEL004_?5nzhYgld7zFMdz_oPo 2-0-5 2-0-5 Scale=1:10.6 2 6.00 12 T1 N.; 1 491W-24* n 79/N- 0-5-83-1-A) N 1 IIE i V 3 ,/ 36t/-16R 3x5 I 20-7-0 20-7-0 21-9-12 2-0-5 I 2-0.5 { Plate Offsets(X,Y)— (1:0-2-8,0-0-7j LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Ildefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(TL) -0.00 6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC201 OI T'PI2007 (Matrix-M) Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-5 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. J REACTIONS. (lb/size) 2=49/Mechanical,3=30/Mechanical,1=79/0-5-8 (min.0-1-8) Max Horz 1=28(LC 12) Max Uplift2=-24(LC 12),3=-16(LC 12),1=-17(LC 12) Max Grav2=49(LC 1),3=36(LC 3),1=79(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-32/18 BOT CHORD 1-3=-53/26 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;porch left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 24 lb uplift at joint 2,16 lb uplift at joint 3 and 17 lb uplift at joint 1. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply I The Catelin 7468 EJO2A I Roof Special 1 1 1 1 19 1 9 Job Reference(optional) Buiding Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Prift 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Jul 061240:44 2015 Page 1 12-1-2 ID:21jojr0 IlF, dvHge0718zGniq-a61KUt11jffApwh?JvIaZEc91V7UQ?4Smjpu3z_oPn 1-6-7 2-0-5 1-6-7 0-5-14 6.00 FIT 3x4= Scale=1:10.6 3 2x4 11 1 2 Aiii01 pi n 52#/-18 �M r N 1 4 35#/0# 5 2x4 II 12-1-2 12-1-2 13-3-14 1-0-3 2-0-5 I 1-0-3 i 1-0-3 LOADING(psf) SPACING- 2-0-0 I CSI. DEFL in (loc) I/deft L/d 1 PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(TL) -0.00 4-5 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-5 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=73/0-3-8 (min.0-1-8),3=52/Mechanical,4=20/Mechanical Max Horz 5=6(LC 12) Max Uplift5=-13(LC 8),3=-18(LC 9) Max Grav5=73(LC 1),3=52(LC 1),4=35(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-5=-57/46,1-2=-11/4,2-3=-16/21 BOT CHORD 4-5=0/0 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 1-6-7,Interior(1)1-6-7 to 1-11-9 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 13 lb uplift at joint 5 and 18 lb uplift at joint 3. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type Qty 1 Py The Cataiin 7468 !EJ02B Roof Special 1 1 Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s ar132 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Jul 06 12:40:44 2015 Page 1 12-1-2 245 ID1 jgjcpBn0LP6dvHge0718zGwiq-a61KUt11jlfApwh?JvlaZEc9hV7TQ?4Smjpu3z oPn 2-0-5 12x4 — Scale=1:14.4 2 T1 A 73#/-18ri 53C/-24# 0-3-8(0-1-8) '1 WI 47 N B1 3 368/011 4 2x4 II 12-1-2 12-1-2 14-2-2 2-0-5 2-0-5 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/detl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(TL) -0.00 3-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-5 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=73/0-3-8 (min.0-1-8),2=53/Mechanical,3=20/Mechanical Max Uplift4=-16(LC 8),2=-24(LC 8) Max Grav4=73(LC 1),2=53(LC 1),3=36(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-4=-56/49,1-2=0/0 BOT CHORD 3-4=0/0 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 16 lb uplift at joint 4 and 24 lb uplift at joint 2. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type Qty 1Ply The Catalin A0029633 7468 EJ13 Jack-Open 2 1 Job Reference Building Component Supply,Green Cove Springs.FL Run:7.6 r 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Jul 06 12:40:44 2015 Page 1 10-1-2 2-0-5 1 ; /ojrOBnOLP6dvHge0718zGwiq-a6lKUt11jftApwh?JvlaZEc3UV4SQ?4Smjpu3z_oPn 2-0-5 6.00 12 Scale=1:20.6 2 -i 77#/-6# 3x4 T1 1 64#/-52# f1-8 v 1N1 • ■ 47 111-32# 4 3x4 II 10-1-2 10-1-2 13-3-14 2-0-5 2-0-5 Plate Offsets(X,Y)— [4:0-2-0,0-0-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.00 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.23 Vert(TL) -0.00 3-4 >999 180 BCLL 0.0 • Rep Stress lncr YES WB 0.00 Horz(TL) -0.05 2 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:10 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-5 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. _ REACTIONS. (lb/size) 4=73/0-5-8 (min.0-1-8),2=53/Mechanical,3=20/Mechanical Max Horz4=80(LC 12) Max Uplift4=-6(LC 10),2—52(LC 12),3=-32(LC 12) Max Grav4=77(LC 19),2=64(LC 17),3=47(LC 10) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-4=-56/14,1-2=-58/32 BOT CHORD 3-4=0/0 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;end vertical left exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 6 lb uplift at joint 4,52 lb uplift at joint 2 and 32 lb uplift at joint 3. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply The Catalin A0029663 7468 I HJO1 Diagonal Hip Girder 5 1 r ■ Job-,; -r nce(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.62•s•.rr 30 2015 MiTek Industries.Inc. Non Jul 0612:40:44 2015 Page 1 ID:2ljojr0Bn0LP6dvHgg47AGwiq-a6lKUt11 jff Apwh?JvlaZEc9WV7QQ?4Smjpu3z_oPn 1-4-13 I 2-9-10 1-4-13 1-4-13 7 Scale=1:10.5 2 • 4.24 12 I 1 T1 N 32#/-15# i A 1 N ___Q-7-0(0-'-8) f Bi IST1.5x8 STP= / . n• 3 /'. - L 32#/-16# 20-7-0 20-7-0 2 x 4 I I 21-9-14 I 3 x 6 I I 2-9-10 2-9-4 Plate Offsets(X,Y)— [1:0-3-14,0-5-0] LOADING(psf) SPACING- 2-0-0 CSI. I DEFL in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 1 TC 0.03 Vert(LL) 0.00 8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) -0.00 3-8 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC20101TPI2007 (Matrix-M) Weight 10 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-10 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=32/Mechanical,3=16/Mechanical,1=29/0-7-0 (min.0-1-8) Max Horz 1=22(LC 7) Max Uplift2=-15(LC 7),3=-16(LC 8),1=-49(LC 7) Max Grav2=32(LC 1),3=32(LC 3),1=46(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-7=-0/1,1-1=-13/6,1-2=-12/8 BOT CHORD 1-8=-0/0,1-4=-21/11,1-3=0/0 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;Enc.,GCpi=0.18;MWFRS(directional);porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 15 lb uplift at joint 2,16 lb uplift at joint 3 and 49 lb uplift at joint 1. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Trapezoidal Loads(plf) Vert:1=0(F=30,B=30)-to-2=-42(F=9,B=9),4=0(F=10,B=10)-to-3=-14(F=3,B=3) I Job Truss Truss Type Qty Ply The Catalin 7468 HJO1A Diagonal Hip Girder 2 1 12 1 2 Job Ref o tional) 1 Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Rir X2015 iAtek Industries,Inc. Mon Jul 06 12.40:44 2015 Page 1 ID:2ljojr0Bn0LP6dvHge071t iq-a61KUt11jffApwh?JvIaZEc9ZV6vQ?4Smjpu3z_oPn 1-4-13 2-9-10 I I 1-4-13 1-4-13 Scale=1:10.5 2 i• 4.24 12 T1 N n 1 49#/-191 1421/-5#f 1 I 4.1111111 A III 111111111111111 2x4 II 3 35#/0# 12-1.2.. II 12-1-2 13-4-0 0-7-9 2-9-10 I I 0-7-9 i 2-2-1 Plate Offsets(X,Y)— [1:0-4.6,0-8-13] LOADING(psf) SPACING- 2-0-0 CSI. I DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) -0.00 8 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(TL) -0.00 8 >999 180 BCLL 0.0 • Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-10 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x6 SP No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=49/Mechanical,3=28/Mechanical,1=142/0-4-15 (min.0-1-8) Max Horz 1=28(LC 12) Max Uplift2=-19(LC 12),1=-5(LC 12) Max Grav2=49(LC 1),3=35(LC 3),1=142(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-7=-1/10,1-1=-9/6,1-2=-29/14 BOT CHORD 1-8=-0/0,1-4=-68/23,1-3=0/0 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;Enc.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)zone;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 19 lb uplift at joint 2 and 5 lb uplift at joint 1. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type i Qty Ply The Cateln A0029665 7468 HJ04 (Diagonal Hip Girder 1 1 r , Job Reference(optional) Building Component Supply.Green Cove Springs,FL 10-1-2 Run:7.620 s Apr Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Jul 06 1240:45 2015 Page 1 1D:2ljojr0Bn01�ige07 18zGwiq-3JJihD21Uzn0Q4GBtcGp5R9KBvSM9S6b4RSMQVz_oPm 1-4-13 2-9-10 1-4-13 1-4-13 4.24 12 Scale=1:20.4 2 38#/-22# ,V 3x4 TI 1 370%-180 0-7'1'0-0: N f/J • hillLwi 1 y 4 38#/-25# 5 3 114-;1 3x4=13.01-2 2-9-10 2-9-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) -0.00 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(TL) -0.00 4-5 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.01 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-10 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=24/0-7-0 (min.0-1-8),2=37/Mechanical,3=12/Mechanical Max Horz 5=61(LC 8) Max Uplift5=-22(LC 6),2=-18(LC 7),3=-25(LC 8) Max Grav5=38(LC 3),2=37(LC 1),3=38(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-5=-36/30,1-2=-12/9 BOT CHORD 4-5=-34/18,3-4=0/0 WEBS 1-4=-26/48 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional);end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 22 lb uplift at joint 5,18 lb uplift at joint 2 and 25 lb uplift at joint 3. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Trapezoidal Loads(plf) Vert:1=0(F=30,B=30)-to-2=-42(F=9,B=9),5=0(F=10,B=10)-to-3=-14(F=3,B=3) i i Job ,Truss Truss Type i Qty Ply The Catel A0029644 7468 FG02 Floor Girder 1 1 Job Reference(optional) , Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 Milek Industries,Inc. Mon Jul 0612:40.46 2015 Page 1 ID:2ljojrOBnOLP6dvHge071 BzGwlq-XVt5vZ3IFGvt2DrNRKn2efiM1 IooughlJ5CwD¢_oPl 54= 1-2-4 3x6 5x6= I 1 7 I 2 8 3 MS1 422 MS 422 Scale=1:9.1 11 11 W1 W1 W1 1N1 tst 3x6= ; Ill .ftl.f 5 r 3 x 4 I I 3x4 I I'2(0-1-8) a-5-e(ap-41y2 1-6-0 I 3-0-0 , 1-6-0 1 1317#/0# Plate Offsets(X,Y)— 11:Edge,0-3-01,[3:0-3-0, j :Edge,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.63 Vert(LL) -0.00 5 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.04 Vert(TL) -0.01 5 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC2010ITPI2007 (Matrix) Weight:25 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=1223/0-8-12 (min.0-1-8),6=1223/0-8-12 (min.0-1-8),4=1317/0-5-8 (min.0-1-8) FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-6=-1208/0,3-4=-1301/0,1-7=-610/0,2-7=-610/0,2-8=-610/0,3-8=-610/0 BOT CHORD 5-6=-0/0,4-5=0/0 WEBS 1-5=0/793,3-5=0/793,2-5=-993/0 NOTES- 1)Non Standard bearing condition. Review required. 2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Use USP MSH422(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 0-6-11 from the left end to 2-6-11 to connect truss(es)F09(1 ply 2x4 SP)to front face of top chord. 5)Fill all nail holes where hanger is in contact with lumber. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:4-6=-20,1-3=-100 Concentrated Loads(Ib) Vert:7=-1105(F)8=-1105(F) Job Truss Truss Type Qty Ply TheCatalm A0029618 7468 EJOa Jack-Open 1 1 Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.820.9 ur 30 2015 Mi Tek Industries,Inc. Mon Jul 06 12:40:47 2015 Page 1 20 7-0 ID:2ljojr0BnOLP6dvHge071 uiq-?hQT6u3w0a1 kgNQZ?1IHAsEdYi6zdMpuXIXTVOz_oPk 4-0-0 40-0 Scale=1:15.4 2 6.0012 7 158#/08 103#/-41# 0-5-8(0-1-8) A In N Of IN N N 1 PA a CS B1 \,,-4111111141 3 73#/0# 3x5 I I 20-7-0 20-7-0 22-9-9 I 4-0-0 4-0-0 Plate Offsets(X,Y)— [1:0-2-8,0-0-7] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.02 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.17 Vert(TL) -0.03 3-6 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=103/Mechanical,3=55/Mechanical,1=158/0-5-8 (min.0-1-8) Max Horz 1=57(LC 12) Max Uplift2=-41(LC 12) Max Grav2=103(LC 1),3=73(LC 3),1=158(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-7=-59/21,2-7=-49/37 BOT CHORD 1-3=-101/65 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-11-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 41 lb uplift at joint 2. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply The Catelin A0029619 7468 EJ05 Jack-Open 3 1 1 Job Reference(optional) Building Component Supply.Green Cove Springs.FL Run:7.620 s Apr 30 2015 Print 7.62G030 2015 MiTek Industries.Inc. Mon Jul 0612:40:47 2015 Page 1 20-7-0 ID:21jojrOBnOLP6dvHge071 9 q9-?hQT6u3w0a1kgNQZ?1 IHAsEcX15BdMpuXIxTVOz_oPk l 4-6-4 4-6-4 Scale=1:16.6 2 6.00 112 178#/Of! 7 1171/-461/ 0-5-8(0-1-8) g N B1 3 / 83a/00 3 x 5 I I 20-7-0 20-7-0 23-0-11 4-6-4 46-4 Plate Offsets(X,Y)— [1:0-2-8,0.0-71 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.03 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.22 Vert(TL) -0.06 3-6 >953 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=117/Mechanical,3=61/Mechanical,1=178/0-5-8 (min.0-1-8) Max Horz 1=64(LC 12) Max Uplift2=-46(LC 12) Max Grav2=117(LC 1),3=83(LC 3),1=178(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-7=-67/24,2-7=-58/42 BOT CHORD 1-3=-118/75 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-5-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 46 lb uplift at joint 2. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job TrUSS Truss Type Qty Ply The Cateln • i A0029664 7468 HJ03 Dieponal lip Girder 1 1 r , Job Reference(optional) Bolding Component Supply,Green Cove Springs,FL 20-7-0 Run:7.620 s Apr 30 2015 Print 7.620 s Apr Mi rek Industries,Inc. Mon Jul 0612:40'47 2015 Page 1 ID:2ljojrOBnOLP6dvHge0718zGwi 9 6u3w0al kgNQZ?11HAsEegi6YdMpuXIxTVOz_oPk 2-3-9 4-10-7 I 2-3-9 I 2-6-13 l Scale=1:16.5 2 5.54 I 12 118#/-10 92/11-f2ff 0-540(04-8) Specji 7 N 1 ' d , ' B1 � 8 3 / NAILED 60/06 203/c%I I 20-7-0 23-0-11 4-10-7 l 4-10-7 Plate Offsets(X,Y)— [1:0-2-4,0-0-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.02 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(TL) -0.04 3-6 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-7 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 I be installed during truss erection,in accordance with Stabilizer i Installation guide. REACTIONS. (lb/size) 2=92/Mechanical,3=44/Mechanical,1=118/0-5-10 (min.0-1-8) Max Horz 1=64(LC 8) Max Uplift2=-42(LC 8),1=-1(LC 8) Max Grav2=92(LC 1),3=64(LC 3),1=118(LC 1) FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-7=-58/25,2-7=-25/28 BOT CHORD 1-8=-45/45,3-8=0/0 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 42 lb uplift at joint 2 and 1 lb uplift at joint 1. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)"NAILED"indicates 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)76 lb down and 107 lb up at 2-0-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ilLOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) li Vert:1-2=-60,3-4=-20 Concentrated Loads(Ib) Vert:7=107(B)8=22(B) Job Tru Type ss I Truss Te 'Qty Ply 'The Cataln A0029622 7468 EJO6B 'Jack-Open 15 1 , Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s pp 22015 MiTek Industries,Inc. Mon Jul 06 1240:47 2015 Page 1 20-7-0 ID:2ljojr0Bn0LP6dvHge0718z(, i �hQT6u3wOa1kgNQZ?1 IHAsEZOi2_dMpuXIxTVOz_oPk 5.11-0 5-11-0 Scale=1:20.2 2 - tl ,I 234#1-59# 6.00 12 155#/-70# 03-8(0-1-8) 8 N N (.5 7 r) 1 n Ellillimiamiima d /■/ 109#/40# 3x5 I I 3 20-7-0 20-7-0 23-9-1 5-11-0 5-11-0 Plate Offsets(X,Y)— [1:0-2-8,0-0-7] _ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.15 3-6 >458 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.43 Vert(TL) -0.16 3-6 >426 180 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(TL) 0.03 1 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=155/Mechanical,3=79/Mechanical,1=234/0-3-8 (min.0-1-8) Max Horz 1=84(LC 12) Max Uplift2=-70(LC 12),3=-40(LC 12),1=-59(LC 12) Max Grav2=155(LC 1),3=109(LC 3),1=234(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-7=-96/59,7-8=-88/27,2-8=-87/55 BOT CHORD 1-3=-160/99 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-10-4 zone;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 70 lb uplift at joint 2,40 lb uplift at joint 3 and 59 lb uplift at joint 1. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type I Qty Ply The Catalin , A0029623 7468 I EJO6C Jack-Open 2 1 Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 Tek industries,Inc. Mon Jul 06 12:40:48 2015 Page 1 20 7-0 ID:2ljojrOBnOLP6dvHge0718zGwiq-T 1u9bHX?mYkpWj4nmE6KIMpB1mPh01gz_oPj 2-0.5 I 4-0-5 5-11-0 2-0-5 2-0-0 1-10-11 Scale=1:17.0 4x5= • 2 ■ 3 1) IMMIM 6.00 t 9 II. ' - 55#/-251« 2344/-714 r. 0-3-8(0-1.8) T1 r r 4 F 4 N 1 i. 0 B1 1 1 S 4 PI' 2x4 II 179#1-80# 3x5 II 20-7-0 20-7-0 22-10-15 4-0.5 i 5-11-0 4-0-5 1-10-11 Plate Offsets(X,Y)— [1:0-2-0,0-0-7] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.21 5-8 >333 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.23 5-8 >300 180 BCLL 0.0 * Rep Stress Incr YES WB 0.06 Horz(TL) 0.13 3 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight 22 lb FT=20% • LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 1 Installation guide. REACTIONS. (Ib/size) 3=55/Mechanical,4=179/Mechanical,1=234/0-3-8 (min.0-1-8) Max Horz 1=59(LC 12) Max Uplift3=-25(LC 8),4=-80(LC 12),1=-71(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-9=-111/123,2-9=-59/37,2-3=0/0 BOT CHORD 1-5=-127/66,4-5=0/0 WEBS 2-5=-179/191 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.II; Exp B;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-0-5,Exterior(2)4-0-5 to 5-10-4 zone;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. i 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 25 lb uplift at joint 3,80 lb uplift at joint 4 and 71 lb uplift at joint 1. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss (Truss Type Qty !Ply The Cataln ,7468 PB01 Piggyback 5 1 Job Reference(optional) Buldng Component Supply,Green Cove Springs,FL 23-4-12 Run:7.620 s Apr 30 2015 Print 7620 s Apr 30 2015 MiTek Industries,Inc. Mon Jul 06 12:40:48 2015 Page 1 ID:2ljojrOBnOLP6dvHge0718zGwiq-Tt_rKE4Ynu9bHX?mYkpW4njK6PFMp31 mPh01 gz_oPj Scale=1:18.9 2x4 ! 3 6.00 51 6 WI Y 5 2 1 V% M o Z .-•. .-.-.-.-• ∎.-.•..-.-...-.-•..-:.:..-.-.•.•.-.-..... I:E 6 6 4 2x4= 2 x 4 1 1 23-4-12 I 6-5-12 6-5-12 LOADING(pst) SPACING- 2-0-0 CSI. DEFL in (Ioc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.36 Vert(TL) 0.03 1 n/r 120 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix) Weight 23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required Cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=213/5-6-3 (min.0-1-8),2=254/5-6-3 (min.0-1-8) Max Horz 2=90(LC 12) Max Uplift4=-42(LC 12),2=-26(LC 12) FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/15,2-5=-95/18,5-6=-87/29,3-6=-85/57,3-4=-159/163 BOT CHORD 2-4=0/0 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-4-3 to 3-4-3,Interior(1)3-4-3 to 6-4-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 42 lb uplift at joint 4 and 26 lb uplift at joint 2. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. LOAD CASE(S) Standard •. i russ runs ype CYty Ply The Catahn 7468 I PB02 Piggyback 2 1 , f Job Reference optional) Building Component Supply,Green Cove Springs,FL 23-4-12 Run:7.620 s Apr 30 2015 Punt.7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Jul 0612:40:48 2015 Page 1 ID:2ljojrOBn0LP6dvHge0718zGwiq-Tt_rKE4Ynu9bHX?mYkpWj4nkT6PLMp31 mPh01 qz_oPj 2x4 Scale=1:18.7 3 P III 6.00 12 0 R N [.f A 2 � 0 i 1 • O d 4 2x4- 2x4 I I 23-4-12 6-5-4 I . 6-5-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) l/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.36 Vert(TL) 0.03 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014ITPI2007 (Matrix) Weight:22 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=211/5-5-11 (min.0-1-8),2=252/5-5-11 (min.0-1-8) Max Horz 2=90(LC 12) Max Uplift4=-42(LC 12),2=-26(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/15,2-5=-95/17,5-6=-86/29,3-6=-85/57,3-4=-158/162 BOT CHORD 2-4=0/0 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-4-3 to 3-4-3,Interior(1)3-4-3 to 6-3-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 42 lb uplift at joint 4 and 26 lb uplift at joint 2. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. LOAD CASE(S) Standard Job jTtuss i Truss Type Qty Ply The Catalin 7468 ;P803 1Piggyback 1 1 ' i Job Reference(optional) Buiding Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620$Apr 30 2015 MiTek Industries,Inc. Mon Jul 06 12:40:48 2015 Page 1 23-4-12 ID:2ljojrOBnOLP6dvHge0718zGwiq-Tt_rKE4Ynu9bHX?mYkpWj4nma6QfMp31 mPh01 gz_oPj 6-0-0 6-5-12 6-0-0 0-5-12 Scale=1:18.5 3x4= 3x4 II 3 4 1 ilM 6.00 I 12 7 g N 6 2 o 1 B1 •• o ................ . • .............. I' 6 5 3x4= 2x4 II 23-4-12 6-5-12 I 6-5-12 Plate Offsets(X,Y)— [3:0-2-0,0-2-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.27 Vert(TL) 0.02 1 n/r 120 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:22 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=213/5-6-3 (min.0-1-8),2=254/5-6-3 (min.0-1-8) Max Horz 2=86(LC 12) Max Uplift5=-40(LC 12),2=-28(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/15,2-6=-128/0,6-7=-63/0,3-7=-59/9,3-4=-52137,4-5=-142/144 BOT CHORD 2-5=-37/52 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-4-3 to 3-4-3,Interior(1)3-4-3 to 6-0-0,Exterior(2)6-0-0 to 6-4-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 40 lb uplift at joint 5 and 28 lb uplift at joint 2. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. LOAD CASE(S) Standard Job ,Truss runs ype Qty Ply 'Die Cateln 7468 PB04 Piggyback 1 1 ' Job Reference(optional) BJading Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries.Inc. Mon Jul 06 12:40:48 2015 Page 1 23-4-12 ID:2ljojr0Bn0LP6dvHge0718zGwiq-Tt rKE4Ynu9bHX?mYkpWj4npC6TgMpO1mPh01gz_oPj 6-5-12 I 6-5-12 Scale=1:13.0 4x5= 2x4 I I 3 4 r I T2 — 7 8.00 12 — m W1 ° W1 •- N 2 — — 1 Bt — — e .1 o 0 0 6 5 2x4= 2x4 1 2x4 I 23-412 85.12 I 85-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in floc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(TL) 0.00 1 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight 22 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. ' MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. i REACTIONS. (lb/size) 5=83/5-6-3 (min.0-1-8),2=165/5-6-3 (min.0-1-8),6=219/5-6-3 (min.0-1-8) Max Horz 2=57(LC 12) Max Uplift5=-26(LC 8),2=-30(LC 12),6=-22(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/15,2-7=-51/7,3-7=-31/18,3-4=-0/0,4-5=-70/59 BOT CHORD 2-6=-13/14,5-6=0/0 WEBS 3-6=-151/145 NOTES- 11 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-4-3 to 3-4-3,Interior(1)3-4-3 to 4-0-0,Exterior(2)4-0-0 to 6-4-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 26 lb uplift at joint 5,30 lb uplift at joint 2 and 22 lb uplift at joint 6. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. LOAD CASE(S) Standard .. ruSS MSS ype •e • The Catalin , 17468 P605 Piggyback 1 1 Job Reference(optional) Building Component Supply,Green Cove Springs.FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries.Inc. Non Jul 0612:40:49 2015 Page 1 23-4-12 ID:2ljojr0BnOLP6dvHge0718zGwiq-x4YDXa5AYBHSvhay6SKIGHJypWpJ5GIB?30aaGz_oPi 6-5-12 6-5-12 Scale=1:12.6 4x5= 2x4 I I 3 7 6.00 FIT T2 v --Wf 4 R 71 T 1 2 0 1 _ 81 0 0 0 0 o 6 5 2x4= 2x4 2x4 23-4-12 6-5-12 6-5-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (Ioc) l/defl lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(TL) 0.00 1 n/r 120 BCLL 0.0 * Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:19 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. _- REACTIONS. (lb/size) 5=152/5-6-3 (min.0-1-8),2=97/5-6-3 (min.0-1-8),6=218/5-6-3 (min.0-1-8) Max Horz 2=33(LC 12) Max Uplift5=-40(LC 8),2=-41(LC 12),6=-19(LC 9) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/15,2-3=-55/11,3-7=-0/0,4-7=-0/0,4-5=-121/101 BOT CHORD 2-6=-25/28,5-6=0/0 WEBS 3-6=-140/124 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 40 lb uplift at joint 5,41 lb uplift at joint 2 and 19 lb uplift at joint 6. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. LOAD CASE(S) Standard Job .Truss Truss Type Qty Ply The Catahn A0029688 7466 1 1-01 I Had Hip Girder 2 1 i i Job Reference(optional) Building Component Supply.Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 AMTek Industries,Inc. Mon Jul 0612:4049 2015 Page 1 ID:2ljojrOBnOLP6d1 Age0718zGwiq-x4YDXa5AYBHSvhay6Sk zCVM SGoB?3QaaGz_oPi 20-7-0 2-0-5 ' 2-0-5 3-10-11 Scale=1:12.5 Special 4x5=' NAAED 2x4 I I 2 9 I 3 6.00 Tli -T2 n — n T1 is. VV1 1 W1 d — B1 4 5 2x4 I I 70 NAILED Special 206#/-110# 3x5 I I 2x4 1 20-7-0 20-7-0 2-0-5 5-11-0 0-3-8004 8) 2-0.5 I 3-10-11 Plate Offsets(X,Y)– [1:0-2-8,0-0-7] 087#/-99# LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.15 4-5 >469 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(LL) -0.19 4-5 >373 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.03 Horz(TL) 0.03 1 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:22 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=206/Mechanical,1=187/0-3-8 (min.0-1-8) Max Horz 1=30(LC 8) Max Uplift4=-110(LC 5),1=-99(LC 8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-102/63,2-9=0/0,3-9=0/0,3-4=-106/49 BOT CHORD 1-5=-38/42,5-10=0/0,4-10=0/0 WEBS 2-5=-141/114 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.II; Exp B;Enc.,GCpi=0.18;MWFRS(directional);porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 110 lb uplift at joint 4 and 99 lb uplift at joint 1. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)10 lb down and 107 lb up at 2-0-5 on top chord,and 41 lb up at 2-2-7 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,4-6=-20 Concentrated Loads(lb) Vert:2=64(F)5=3(F)9=11(F)10=-10(F) Job Truss Truss Type Qty Ply The Cataln , A0029620 17466 EJ06 lad`Open 6 1 Job Reference(optional)s Buildup Component Supply.Green Cove Springs,FL Run:7.620 :21joj BnOLP6dvHg Print 7 zG ' - XaMAYBHSvhay6SKIGH vGIAl H 240.49 QaaGz Page Pi 20-7-0 6.0.0 6-0-0 Scale=1:20.6 2 , �1 1 2380%800 6.00 i 12 1570/-710 0-5.8(0-1-8) 6 Y a 7 N a' 1 rl •Iri a ■ B1 11 ►� ►, 111#/-40# 3 3 x 5 I I 20-7-0 20-7-0 23-9-9 I 6-0-0 6.0-0 Plate Offsets(X,Y)— [1:0-2-8,0-0-7] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.16 3-6 >441 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.44 Vert(TL) -0.17 3-6 >408 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.03 1 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing 1 Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=157/Mechanical,3=80/Mechanical,1=238/0-5-8 (min.0-1-8) Max Horz 1=86(LC 12) Max Uplift2=-71(LC 12),3=-40(LC 12),1=-60(LC 12) Max Grav2=157(LC 1),3=111(LC 3),1=238(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-7=-97/60,7-8=-89/27,2-8=-88/56 BOT CHORD 1-3=-161/101 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-11-4 zone;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 71 lb uplift at joint 2,40 lb uplift at joint 3 and 60 lb uplift at joint 1. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply The Cataln I A0029621 17468 EJO6A Jack-Open 1 1 Job Reference(optional) Buiding Component Supply,Green Cove Springs.FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2G„ek Industries,Inc. Mon Jul 06 12:40:49 2015 Page 1 121 2 ID:21jojr0Bn0LP6dvHge0718zGwiq-x4Y 111}" BHSvhay6SKIGHJzYWpc5GZB?3QaaGz_oPi 2-0-5 4-0-5 6-0-0 I I 2-0-5 2-0-0 1-11-11 Scale=1:17.0 4x5= n 2 3 I : 6.00 12 ' ' 9 5781-26* 4138/-153# r N f?iN N 1 n a ■ B1 '_ 5 4 / 0 2 x 4 I I 17#1-4# 3x5 II 12-1-2 12-1-2 14-5-0 6-0-0 I 1-11-11 Plate Offsets(X,Y)-- [1:0-2-8,0-0-7] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.02 5-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(TL) -0.02 5-8 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 I Code FBC2010/TPI2007 (Matrix-M) Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 3=57/Mechanical,4=4/Mechanical,1=413/0-3-8 (min.0-1-8) Max Horz 3=-449(LC 1),1=449(LC 1) Max Uplift3=-26(LC 8),4=-4(LC 8),1=-153(LC 12) Max Grav3=57(LC 22),4=17(LC 3),1=413(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-9=-550/620,2-9=-485/625,2-3=-449/608 BOT CHORD 1-5=-144/155,4-5=0/0 WEBS 2-5=-160/128 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.II; Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-0-5,Exterior(2)4-0-5 to 5-11-4 zone;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 26 lb uplift at joint 3,4 lb uplift at joint 4 and 153 lb uplift at joint 1. 8)Non Standard bearing condition. Review required. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type t Qty I Ply The Catalin ,7468 EJ06D Jack-Open 'I 1 1 , Job Reference(optional) Building Component Supply.Green Cove Springs,FL 12.1.2 Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 A industries.Inc. Mon Jul 0612:40:50 2015 Page 1 ID:21jolrOBnOLP6dvHge0718zGwiq-PG6 JVPJXr98g9s_oUs7pitOsgjoKEjA76g_oPh 2-0-5 4-0-5 6-8-0 2-0-5 2-0-0 2-7-11 Scale=1:17.5 4x5= 2 3 7Y 6.00 12 T2 i 1 11 776/-366 294201/1/- 0-3.8(0-1-8) T1 a VV1 e N N 1 o 61 ] i 4x5= '1 5 4 R. 2x4 1 157#/-15# 4x10 II 12-1-2 12-1-2 14-5-0 0-8-0 4-0-5 6-8.0 I 0-8-0 l 3.4-5 } 2-7-11 Plate Offsets(X,Y)– [1:0-0-0,0-1-11],[1:0-3-5,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.13 5-10 >597 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.27 5-10 >293 180 BCLL 0.0 * Rep Stress Incr YES WB 0.05 Horz(TL) 0.20 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:27 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x8 SP No.2 Installation guide. —– REACTIONS. (lb/size) 3=77/Mechanical,4=157/Mechanical,1=294/0-3-8 (min.0-1-8) Max Horz 1=59(LC 12) Max Uplift3=-36(LC 8),4=-15(LC 12),1=-20(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-9=-3/13,1-1=-102/30,1-11=-49/15,2-11=-42/33,2-3=0/0 BOT CHORD 1-10=-0/0,1-6=-95/37,1-5=-10/12,4-5=0/0 WEBS 2-5=-191/165 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-0-5,Exterior(2)4-0-5 to 6-7-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 36 lb uplift at joint 3,15 lb uplift at joint 4 and 20 lb uplift at joint 1. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss (runs Type Oty I Ply i The Catahn 7468 EJO6E Jack-Open 2 1 I , , Job Reference(optional) Budding Component Supply,Green Cove Springs.FL 12-1-2 Run:7.620 s Apr 30 2015 Print 7.620 . r 2015 MiTek Industries.Inc. Mon Jul 0612:40:50 2015 Page 1 ID:2ljojr0Bn0LP6dvHge07 -;e;.-PG6bkw6oJVPJXr98g9s oUs5Dw4vgjtKEjA76jz_oPh 6-0-0 6-8 I 6-0-0 0-8-0 2 3 Scale=1:22.6 4x5_ T2 Ad 294#!-6# 6.00 12 1601 Si 03-8 -8) 12 'I' w eS 1 a J■ B1 N o 4x5= 5 216#/-478 4 4x10 II 2x4 II 12-1-2 12-1-2 15-4-14 0-8-0 3-2-7 I 6-0.0 I 6-8-0 I 0-8-0 2-6-7 2-9-9 0-8-0 Plate Offsets(X,Y)— [1:0-0-0,0-1-15],[1:0-3-5,Edge] LOADING(psf) SPACING- 2-0-0 CSI. I DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.09 5-10 >909 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.18 5-10 >447 180 BCLL 0.0 * Rep Stress Inc( YES WB 0.04 Horz(TL) 0.08 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:29 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x8 SP No.2 Installation guide. REACTIONS. (lb/size) 3=18/Mechanical,4=216/Mechanical,1=294/0-3-8 (min.0-1-8) Max Horz 1=87(LC 12) Max Uplift3=-8(LC 8),4=-47(LC 12),1=-6(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-9=-2/14,1-1=-82/0,1-11=-74/8,11-12=-68/19,2-12=-65/45,2-3=0/0 BOT CHORD 1-10=-0/0,1-6=-161/83,1-5=-7f7,4-5=0/0 WEBS 2-5=-160/149 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-0-0,Exterior(2)6-0-0 to 6-7-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 8 lb uplift at joint 3,47 lb uplift at joint 4 and 6 lb uplift at joint 1. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job •Truss TruSS Type Qty Ply The Caaln 7468 EJO6F Jack-Open 6 1 'Job Reference(optional) Building Component Supply,Green Cove Springs,FL 12-1-2 Run:7.620 s Apr 30 2015 Print 7.620 s4 2015 MTek Industries,Inc. Mon Jul 0612:40:50 2015 Page 1 ID:2ljojrOBnOLP6dvHge071 PG6bkw6oJVPJXr98g9s_oUs46w4MgZKEjA76jz_oPh I 6'8-0 6-8-0 Scale=1:23.5 2 1 1 1 294#/-1# B.00 12 156#/-65# 0-3-8(0-1-8) I to Y 9 a J■ B, 1 4x5= 110#/0# 3 4x10 II 12-1-2 12-1-2 15-7-11 . 0S0 6-8-0 0$0 ' 6-0-0 Plate Offsets(X,Y)— [1:0-0-0,0-1-15],[1:0-3-5,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.08 3-8 >979 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.39 Vert(TL) -0.17 3-8 >472 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.06 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) j Weight:25 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x8 SP No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=156/Mechanical,3=78/Mechanical,1=294/0-3-8 (min.0-1-8) Max Horz 1=95(LC 12) Max Uplift2=-65(LC 12),1=-1(LC 12) Max Grav2=156(LC 1),3=110(LC 3),1=294(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-7=-2/14,1-1=-124/42,1-9=-90/17,9-10=-82/23,2-10=77/55 BOT CHORD 1-8=-0/0,1-4=-180/102,1-3=0/0 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-7-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 65 lb uplift at joint 2 and 1 lb uplift at joint 1. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job 'Truss 'Truss Type Qty Ply 'The Catelin 7468 ,EJO6G Jack-Open 1 1 ' Job Reference(optional) Guiding Component Supply.Green Cove Springs.FL 12-1-2 Run:7.620 s Apr 30 2015 Pnnt 7.620 s 015 Wee Industries.Inc. Mon Jul 0612:40:50 2015 Page 1 ID:2ljojr0Bn0LP6dvHge0716�f PG6bkw6oJVPJXr98g9s_oUs7cw_AgjtKEjA76jz_oPh 2-0.5 4-0-5 4-8-5 5-6-7 6.8-0 2-0-5 2-0-0 0-8-0 0.10-1 1-1-9 Scale=1:22.6 4 fl 4x5= 4x5= 294#/-7# 2 57#I-25# 6.00 jr '-�w� 0-3-8(0.1-8) 13 r�-1 rill N A 1.7 I` of N N 1 .X111 • , 4x5= a 7 6 177#/-27# 2x4 II 5 4x10 II 2x4 II 12-1-2 12-1-2 15-3-11 0S0 I 4-0-5 1 4-8-5 ; 6-8- 0 ' 0-8-0 3-4-5 0-8-0 1-11-11 Plate Offsets(X,Y)– [1:0-0-0,0-1-7],[1:0-3-5,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.15 7-12 >526 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.78 Vert(TL) -0.29 7-12 >272 180 BCLL 0.0 * Rep Stress Inc- YES WB 0.04 Horz(TL) 0.08 4 n/a n/a BCDL 10.0 Code FBC2014ITPI2007 (Matrix-M) Weight:31 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE installed during truss erection,in accordance with Stabilizer Left:2x8 SP No.2 I Installation guide. REACTIONS. (lb/size) 4=57/Mechanical,5=177/Mechanical,1=294/0-3-8 (min.0-1-8) Max Horz 1=86(LC 12) Max Uplift4=-25(LC 12),5=-27(LC 12),1=-7(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-11=3/13,1-1=-105/20,1-13=-115/41,2-13=-108/59,2-3=-55/22,3-4=-32/20 BOT CHORD 1-12=-0/0,1-8=-124/46,1-7=-7/5,6-7=-5/2,5-6=0/0 WEBS 2-7=-141/148,3-6=-77/39 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-0-5,Exterior(2)4-0-5 to 4-8-5 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 25 lb uplift at joint 4,27 lb uplift at joint 5 and 7 lb uplift at joint 1. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type I Qty Ply The Catelin A0029624 7468 EJ067 IJadc-Open 7 1 • Job Reference_(optional) Bulking Component Supply,Green Cove Springs,Ft. Run:7.620 s Apr 30 2015 Pent:7.620 2015 MiTek Industries,Inc. Mon Jul 0612:40:51 2015 Page 1 ID:2ljojrOBnOLP6dvHge071 q.tSg_yG6Q4oXA8?kLEtNDLiPIiJOVZApUSNvhe9z_oPg 12-1-2 3-3-8 3-3-8 I -8-8 6-8 2 -8 Scale=1:20.5 3 � . 237#/-1# 6.00 12 131#/-44# 3 x 4 I I 0-5.8(0-1-8) Y 2 N r c1'10 c 1 ', B3 )! ggiiii . 4x5 I I 1 9 d ■ o 8 2x4 I 3x5 II 12-9-2 12-1-2 15-3-11 3-3-8 6-0-0 I 33-8 I 2-8-8 Plate Offsets(X,Y)— [1:0-2-8,0-0-7] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.05 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.49 Vert(TL) -0.11 4-5 >647 180 BCLL 0.0 * Rep Stress Ina YES WB 0.00 Horz(TL) 0.02 4 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:22 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2`Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. B2:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing I WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 Installation guide. _ REACTIONS. (lb/size) 3=131/Mechanical,4=106/Mechanical,1=237/0-5-8 (min.0-1-8) Max Horz 1=86(LC 12) Max Uplift3=-44(LC 12),4=-8(LC 12),1=-1(LC 12) Max Grav3=131(LC 1),4=108(LC 3),1=237(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-10=-272/43,2-10=-236/49,2-3=-60/51 BOT CHORD 1-6=-141/211,5.6=-12/68,2-5=-14/73,4-5=0/0 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=S.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-15,Interior(1)3-0-15 to 5-11-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 44 lb uplift at joint 3,8 lb uplift at joint 4 and 1 lb uplift at joint 1. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply The Cataln A0029625I 7468 EJO6TA i I 4 1 Jadc-Open , Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 - 2015 MiTek Industries.Inc. Mon Jul 0612:40:51 2015 Page 1 12-1-2 ID:2ljojr0Bn0LP6dvHge0718z g_yG6Q4oXA8?kLE NDLiPGeJOeZApUSNvhe9z_oPg 2-5-8 fi-0-0 2-5-8 3-6-8 Scale=1:20.3 3 7 J . 237#/-1# 6.00,12 142#/-50# 0-5-8(0-1-8) v 3x4 II 11 - T1 N II 2 a+ N 10 ,PI el n d / i 4x5 II 108#/-2# l i Iltddll • 6 2x4 I I .3x5 I I 12-9-2 12-1-2 I 2-5-8 6-0-0 I 2-5-8 3-6-8 Plate Offsets(X,Y)— (1:0-2-8,0-0-7] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft UJd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.07 4-5 >960 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.51 Vert(TL) -0.15 4-5 >463 180 BCLL 0.0 * Rep Stress Ina YES WB 0.00 Horz(TL) 0.04 4 n/a n/a BCDL 10.0 Code FBC2010ITPI2007 (Matrix-M) Weight 22 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. B2:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 3=142/Mechanical,4=96/Mechanical,1=237/0-5-8 (min.0-1-8) Max Horz 1=86(LC 12) Max Uplift3=-50(LC 12),4=-2(LC 12),1=-1(LC 12) Max Grav3=142(LC 1),4=108(LC 3),1=237(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-10=-300/64,2-10=-264/68,2-11=-70/24,3-11=-64/53 BOT CHORD 1-6=-163/236,5-6=-18/59,2-5=-1/81,4-5=0/0 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.II; 11 Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-11-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 50 lb uplift at joint 3,2 lb uplift at joint 4 and 1 lb uplift at joint 1. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard I Job Truss Truss Type Qty Ply 'The Catalin A0029627 . 7468 EJ08 Jack-Open I 1 1 i Job Reference(optional) 1 Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7620 s Apr 30 2015 MiTek Industries,Inc. Mon Jul 06 12:40:51 2015 Page 1 1212 ID:2ljojr0Bn0LP6dvHge071 griq-tS gyG6Q4oXA8?kLEtNDLiPFkJPHZApUSNvhe9z_oPg I 6�0- I Scale=1:23.6 2 6.00 riT 158N-62# 8 Y aosN 7 cri 1 i raj d . B1 3x5 3 12-1-2 15-3-11 I 6-0-0 6-0-0 Plate Offsets(X,Y)— [1:0-2-8,0-0-7) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.08 3-6 >936 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.18 3-6 >398 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.03 1 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer 1 Installation guide. REACTIONS. (lb/size) 2=158/Mechanical,2=158/Mechanical,3=80/6-0-0 (min.0-1-8),1=238/6-0-0 (min.0-1-8),1=238/6-0-0 (min.0-1-8) Max Horz 1=86(LC 12) Max Uplift2=-62(LC 12) Max Grav2=158(LC 1),2=158(LC 1),3=112(LC 3),1=238(LC 1),1=238(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-7=-89/17,7-8=-79/29,2-8=-76/56 BOT CHORD 1-3=-140/104 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-11-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 62 lb uplift at joint 2. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 'Jo b .Truss Truss Type 1Q yT-"Ply The Catalm 1 A0029628 ;7468 EJ09 Jack-Open 4 • Job Reference(optional) Building Component Supply,Green Cove Springs.FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries.Inc Mon Jul 06 12:40:51 2015 Page 1 10-1-2 ID:2ljojr0BnOLP6718zGwiq 8?k -tSg_yG6Q4oXALEtNDLiPAMJRCZApUSNvhe9z_oPg 6-0-0 { 6-0-0 Scale:3/8"=1' 2 338111-81# 6.00112 ifj 1� 82#/-10# T ,I _,e1h00I0P0h1 rn , ,I ") r• mj 94#/0# 4 3x4 II p 2 10-1-2 1�5-3,21 6-00 6-0-0 LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) 1/deft Ud I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.04 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.28 Vert(TL) -0.09 3-4 >754 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) i Weight:22 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer I Installation guide. _ REACTIONS. (lb/size) 4=338/0-5-8 (min.0-1-8),2=82/Mechanical,3=43/Mechanical Max Horz4=117(LC 1),2=-148(LC 17) Max Uplift4=-81(LC 12),2=-10(LC 8) Max Grav4=338(LC 1),2=82(LC 1),3=94(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-4=-265/222,1-5=-236/202,5-6=-198/212,2-6=-194/222 BOT CHORD 3-4=0/0 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 5-11-4 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 81 lb uplift at joint 4 and 10 lb uplift at joint 2. 6)Non Standard bearing condition. Review required. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type 'Qty Ply The Calalin A0029629 ,'7468 IEJ09A 1 1 . Job Reference(optional) Buildng Component Supply.Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTett Industries,Inc. Mon Jul 0612:40:51 2015 Page 1 141 2 ID:2ljojrOBnOLP61 0718zGwiq-tSgy G6O4oXA8?kLEtNDLiPIZJLxZ9mUSNvhe9z_oPg 2-1-14 4-0-5 6-0-0 2-1-14 1-10-6 1-11-11 4x5= Scale=1:28.7 6.00;12 2 31, 227#/-44# 7 ,�11 S7#/-260 45-8(41.8) 2x4 II 1 ' � a, a a • B1 • I1I ►Z� • ES 5 179•00 6 4 2x4 11 2x4 II 1p-1-55-00 10-1-2 4d I 4 1-11-11 I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.09 5-6 >794 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.25 5-6 >274 180 BCLL 0.0 * Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 4 n/a n/a Weight:28 lb FT=20% BCDL 10.0 , Code FBC2010/TP12007 (Matrix-M) LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=227/0-5-8 (min.0-1-8),3=57/Mechanical,4=179/Mechanical Max Horz 6=-32(LC 10),3=82(LC 12) Max Uplift6=-44(LC 12),3=-26(LC 8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-6=-121/142,1-7=-84/114,2-7=-61/121,2-3=-80/155 BOT CHORD 5-6=-4/6,4-5=0/0 WEBS 2-5=-174/107 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 4-0-5,Exterior(2)4-0-5 to 5-11-4 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 44 lb uplift at joint 6 and 26 lb uplift at joint 3. 8)Non Standard bearing condition. Review required. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply The Cata6n 1 A0029630 7468 I EJ10 ,JACK-OPEN 4 1 Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Jul 06 12:40:52 2015 Page 1 101-2 ID:2ljojr0BnOLP6dvHge0718zGwiq-LfEM9c72g6gGY.tf!fp$I nauStvxRcjkAlcZdh1fEAbz_oPf 6.0.0 6-0-0 0-1-0 2x4 I. Scale=1:14.2 3 3.00171-1 ii II 11 9 3x4- 10 2 N 1 B1 • 1 Ia „4x6 I I 5 ,/ 23711-390 4 2x4 II 0.918(0-2-8) 10-,,1pp-2 239# 8# 6-0-0 0-1-0 Plate Offsets(X,Y)— [1:0-2-8,0-4-15] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.06 5-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.43 Vert(TL) -0.17 5-8 >415 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.03 Horz(TL) 0.03 1 n/a n/a BCDL 10.0 Code FBC2010ITPI2007 (Matrix-M) Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=239/0-5-8 (min.0-1-8),5=237/Mechanical Max Horz 1=47(LC 8) Max Uplift1=-28(LC 8),5=-39(LC 8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-317/294,2-10=-38/5,10-11=-34/12,3-11=-32/29 BOT CHORD 1-5=-205/255,4-5=0/0 WEBS 3-5=-149/110 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-10-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 28 lb uplift at joint 1 and 39 lb uplift at joint 5. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss TrussType Qty Ply The Catalin A0029635 7466 F02 Floor 1 1 1 Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Pont 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Jul 0612:40:52 2015 Page 1 ID:2ljojrOBnOLP6dvHge0718zGwiq-LfEM9c72g6g 1 m8lXnauStvxQOjmbla4dh 1fEAbz_oPf 0-1-8 1-2-5 0-1-8 I---I I 1-3-0 I I Scale=1:12.8 1 2 3 4 T1 ' I \ 11 ' ! 12 1.5 = 1.5x3= :L 8L� L- i °t � 1 a 9 8 7 6 1.5x3 I I 1.5x3 !I 0-5-0(0-1-8) 0-3-8(0-1-8) 10-1-2 10-1-2 395#/00 2-10.8 I 3-5-10 i 4.0-13 6-115 395#!0# I 2-10-8 0-7-2 0-7-2 2-10-8 Plate Offsets(X,Y)— [2:0-1-8,Edge],[3:0-1-8,Edge],[4:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) I/deft Ud I PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.45 Vert(LL) -0.02 8-9 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.34 Vert(TL) -0.03 8-9 >999 240 BCLL 0.0 Rep Stress Incr YES 1 WB 0.19 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2010ITPI2007 I (Matrix) Weight:39 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=395/0-5-0 (min.0-1-8),5=395/0-3-8 (min.0-1-8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 10-11=-384/0,1-11=-384/0,5-12=-384/0,4-12=-384/0,1-2=-316/0,2-3=-579/0,3-4=-316/0 BOT CHORD 9-10=0/20,8.9=0/579,7-8=0/579,6-7=0/579,5-6=0/20 WEBS 1-9=0/403,2-9=-357/0,2-8=-63/112,4-6=0/403,3-6=-357/0,3-7=-63/112 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1 Job Truss 'Truss Type Qty ,Ply The Catalin ' A0029653 7468 FT07 FLOOR 1 1 . Job Reference(optional) Building Component Supply.Green Cove Springs.FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Jul 0612:40:52 2015 Page 1 ID:2ljojr0Bn0LP6dvHge0718zG 4,F M9c72g6g1m8lXnauStvxRRjnslbfdh1lEAbz_oPf 121 d-5.8 3-2-11 656 1 _ '0-5-8 i 2-9-3 I 3-2-11 5x8= 3x4= Scale=1:19.2 1 2 3 5x8= 11 1 I — Il BL1 BL1 4x5= 8 . A 6 4x5= i 131 VV1 t!Y2 i l 0-3-8(0-1-8) 038(0-1.8) 340f 2891tRNK B2 5 3x4= 4 3x4= 12-1-2 12-1-2 .05-8 65-6 I 0-5-8' 5-11-14 Plate Offsets(X,Y)– [1:0-4-0,0-2-12],[3:0-4-0,0-2-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 , TC 0.45 Vert(LL) -0.00 4 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.26 Vert(TL) -0.07 4-5 >951 240 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.02 8 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:42 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2*Except* end verticals. B1:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x6 SP No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=340/0-3-8 (min.0-1-8),8=289/0-3-8 (min.0-1-8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/0,2-3=-41/0,4-7=0/192,3-7=0/192 BOT CHORD 5-6=0/240,1-6=-100/0,4-5=0/161 WEBS 2-5=-247/0,2-4=-184/0 NOTES- 1)Bearing at joints)6,8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply The Catai n 7468 T22 A0029689 AAonopdch Girder '.1 1 Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MrTek Industries,Inc. Mon Jul 061240:52 2015 Page 1 20.7-0 ID:2ljojrOBnOLP6dvHge0718z JEM9c72g6g1m8lXnauStvxMYjeQlc3dhlfEAbz_oPf I 6-0-0 6-0-0 2 Scale=1:21.0 2x4 II 6.00112 1 r B1 ■� .4 ►1 7 8 USP-THD26 THD26 THD26 103t /-154# 2x4 0-5-8(0-1w= 964#!96# 20-7-0 6-0-0 6-0-0 Plate Offsets(X,Y)— [1:0-0-0,0-2-3] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.13 3-6 >536 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.33 3-6 >216 180 BCLL 0.0 - Rep Stress Incr NO WB 0.00 Horz(TL) 0.04 1 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:28 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x6 SP SS end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-9-11 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=964/0-5-8 (min.0-1-8),3=1036/Mechanical Max Horz 1=84(LC 21) Max Uplift1=-96(LC 8),3=-154(LC 8) FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-297/191,2-3=-179/63 BOT CHORD 1-7=-74/144,7-8=0/0,3-8=0/0 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 96 lb uplift at joint 1 and 154 lb uplift at joint 3. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the left end to 4-0-12 to connect truss(es)105(1 ply 2x4 SP),T06(1 ply 2x4 SP)to back face of bottom chord. 8)Fill all nail holes where hanger is in contact with lumber. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,3-4=-20 Concentrated Loads(Ib) Vert:7=-766(B)8=-766(B) 1 Job Truss Truss Type - Qty Ply The Calaln 7468 T23 Half Hip Girder 1 1 , Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Jul 0612:40:53 2015 Page 1 20-7-0 2-0-5 1D:21jojr0Bn0LP vHge0718zGwiq grokNy8hbQouOltjLIP2�976Je 773C13onwhOnjlz oPe 2-0-5 3-11-11 ' Scale=1:12.7 Special 4x5= NAAED 2x4 11 6.00 12 2 9 3 pllirIIIMEIMIIIII=ril 1 Ell • ■ 1 B1 1 1 • �� 5 10 4 2x4 11 NAILED Special 210#/-85# 3x5 '1 2x4 1 20-7-0 20-7-0 0-5-8(0-1-8) 2-0-5 6.0.0 f��p�2-a� 2-0-5 3-11-11 Plate Offsets(X,V)— 19(J-1. 0-0-71 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.14 4-5 >491 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.20 4-5 >356 180 BCLL 0.0 * Rep Stress Incr NO WB 0.03 Horz(TL) 0.03 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:22 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=210/Mechanical,1=190/0-5-8 (min.0-1-8) Max Horz 1=30(LC 8) Max Uplift4=-85(LC 5),1=-78(LC 8) FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-104/54,2-9=0/0,3-9=0/0,3-4=-108/51 BOT CHORD 1-5=-34/43,5-10=0/0,4-10=0/0 WEBS 2-5=-144/109 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;Enc.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 85 lb uplift at joint 4 and 78 lb uplift at joint 1. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)90 lb down and 107 lb up at 2-0-5 on top chord,and 89 lb up at 2-2-7 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 , Uniform Loads(plf) Vert:1-2=-60,2-3=-60,4-6=-20 Concentrated Loads(Ib) Vert:2=64(F)5=3(F)9=11(F)10=-10(F) Job ,,Truss Truss Type Qty Ply The Catelin 7468 T23A Roof Special Girder 1 1 Job Reference(option Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Ap00,2Q15 MiTek Industries,Inc. Mon Jul 06 12:40:53 2015 Page 1 12-1-1.0.5 ID:2Ijojr0BnOLP6dvHge0718zG*1 rokNy8hbQouOltjLIPhQ7Ueo71T13wnwhOnjlz_oPe 2-8-5 , 6-8-0 2-0-5 0-8-0 ' 3-11-11 4 Scale=1:23.5 2x4 I pi NAILED 12 6.00,12 3x4 4x5= Y Seep. ti c'r - a00001EEEP" 1 61 13 6 14 4x5= 2x4 II NAILED 5 64-��1 8(611-0) Special 224-4(0-1-8) 254#1-13# 217#/-56# 12-1-2 12-1-2 0-8-0 2-0-5 2-8-5 . 6-8-0 0S0 ' 1-4-5 0-8-0 ' 3-11-11 Plate Offsets(X,Y)— [1:0-3-5,Edge],[1:0-0-0,0-1-15],[2:0-2-0,0-2-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.11 5-6 >724 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.24 5-6 >330 180 BCLL 0.0 * Rep Stress Incr NO WB 0.02 Horz(TL) 0.04 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:31 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x8 SP No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=217/0-3-4 (min.0-1-8),1=254/0-3-8 (min.0-1-8) Max Horz 1=84(LC 8) Max Uplift5=-56(LC 8),1=-13(LC 8) FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-10=-2/14,1-1=-75/40,1-2=-91/50,2-3=-58/22,3-12=-47/11,4-12=-32/40,4-5=-112/52 BOT CHORD 1-11=-0/0,1-7=-94/53,1-13=-14/3,6-13=-14/3,6-14=0/0,5-14=0/0 WEBS 3-6=-132/32 NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 56 lb uplift at joint 5 and 13 lb uplift at joint 1. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)110 lb down and 87 lb up at 2-0-5 on top chord,and 15 lb down and 40 lb up at 2-2-7 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,3-4=-60,5-7=-20 Concentrated Loads(Ib) Vert:2=43(F)12=7(F)13=0(F)14=0(F) Job Truss Iruss type ittty Ply The Cataln • 7468 T40 Half Hip Girder 1 1 A0029707 I, Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s r 30 2015 MiTek Indushies,Inc. Mon Jul 06 12:40:53 2015 Page 1 10-1-2 2-0-5 IDS:2ljojr0Bn0LP6dvHge07l1 G2 wiq-grokNy8hbQouOltjLIPhQ7Uet75313inwhOnjlz_oPe 1 2-0-5 3-11-11 Special 6.00 12 4x5 NA D 2x4 Scale=1:21.9 2 6 3 2x4 I I 1 n ci / _ 7 8 Special NAILED 3N5-141-15411 5 3x4= 1 0-5-8(0-1-8) )T25-a#il 14f! 10-1-2 6-0-0 6-0-0 Plate Offsets(X,Y)— [2:0-2-8,0-1-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.10 4-5 >706 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.39 Vert(TL) -0.14 4-5 >485 180 BCLL 0.0 * Rep Stress lncr NO WB 0.04 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:38 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer InstaIIation_guide. REACTIONS. (lb/size) 4=199/Mechanical,5=179/0-5-8 (min.0-1-8) Max Horz 5=81(LC 8) Max Uplift4=-154(LC 8),5=-114(LC 8) Max Grav4=235(LC 25),5=212(LC 27) FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-45/49,2-6=-0/0,3-6=0/0,3-4=-111/67,1-5=-64/38 BOT CHORD 5-7=-72/59,7-8=-72/59,4-8=-72/59 WEBS 2-4=-78/95,2-5=-118/120 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional);end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 154 lb uplift at joint 4 and 114 lb uplift at joint 5. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)134 lb down and 142 lb up at 2-0-5 on top chord,and 69 lb down and 121 lb up at 2-2-7 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,4-5=-20 Concentrated Loads(Ib) Vert:2=55(B)6=7(B)7=16(B)8=0(B) iJob Truss Truss Type qty Ply The Catalin 7468 T63 1JadcOpen 1 1 Job Reference(options) Bunting Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 Mirek Industries,Inc. Mon SiFi 2:40:54 2015 Page 1 12-1-2 ID:2ljojrOBnOLP6dvHge0718zGwiq-I1 M6a19JMjwI7SSwv7wwzK101 XPGmW1 w8L8LFUz_oPd 2-0-5 6-8-0 2-0-5 4-7-11 Scale=1:13.1 Special 4x5 NA&ED 2x411 6.0012 2 11 3 —2 T1 1 WI W1 o � I 7 B1 I I 4x5= 5 12 4 2x4 11 Special NAILED 222*/-700 4x10 I 2x4 12-1-2 12-1-2 0.8.8-3-8(0-1-8) 2-0-5 6-8-0 0-8-0 1-4-5 4-7-11 Plate Offsets(X,Y)— [1:0-0-0,02645]¢j0:0-2-13,0-8-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.10 4-5 >776 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -0.19 4-5 >408 180 BCLL 0.0 * Rep Stress Incr NO WB 0.03 Horz(TL) 0.03 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:27 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x8 SP No.2 Installation guide___ REACTIONS. (lb/size) 4=222/Mechanical,1=261/0-3-8 (min.0-1-8) Max Horz 1=30(LC 25) Max Uplift4=-70(LC 5),1=-67(LC 8) FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-9=-3/13,1-1=-85/47,1-2=-19/26,2-11=0/0,3-11=0/0 BOT CHORD 1-10=-0/0,1-6=-22/11,1-5=-11/20,5-12=0/0,4-12=0/0 WEBS 2-5=-184/102,3-4=-129/60 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 70 lb uplift at joint 4 and 67 lb uplift at joint 1. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)110 lb down and 92 lb up at 2-0-5 on top chord,and 9 lb down and 65 lb up at 2-2-7 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,4-6=-20 Concentrated Loads(Ib) Vert:2=47(B)5=-9(B)11=11(B)12=-10(B) Job Truss Truss Type Qty Ply The Cataiin ' A0029637 7468 F04 '.Floor '1 1 Job ReferenceJptional) Building Component Supply.Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MTek Industries,Inc. Mon Jul 06 12:40:54 2015 Page 1 ID:2ljojr0BnOLP6dvHge0718zGwiq-11M6a19JMjwl?SSwv?wwzKlmmXSOmTKw8L8LFUz oPd 0-1-8 — 1 t-3-0 I I 1-6-8 I 0-1-8 Scale=1:13.3 1 2 3 4 T1 Q 11 , 12 Y 1 L /111 1.5x3= BL 4 l r� 01 0 9 8 7 6 V 1.5x3 I I 1.5x3 I I o' 0-3-8(0-1-8) 0-3-8(0-1-8) 10-1-2 10-1-2 416#/0# 2-10-8 3-7-12 4-5-0 7-3-8 416#/0# 2-10-8 0-9-4 0-9-4 I 2-10-8 Plate Offsets(X,Y)– [2:0-1-8,Edge],[3:0-1-8,Edge],[4:0-1-8,Edgej LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.46 Vert(LL) -0.03 8-9 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.38 Vert(LL) -0.03 8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight:40 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=416/0-3-8 (min.0-1-8),5=416/0-3-8 (min.0-1-8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 10-11=-405/0,1-11=-404/0,5-12=-405/0,4-12=-404/0,1-2=-340/0,2-3=-626/0,3-4=-340/0 BOT CHORD 9-10=0/21,8-9=0/626,7-8=0/626,6-7=0/626,5-6=0/21 WEBS 1-9=0/433,2-9=-390/0,2-8=-52/111,4-6=0/433,3-6=-390/0,3-7=-52/111 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job Truss Truss Type Qty .Ply The Cate pn ' i A0029652 :7468 FT06 FLOOR 5 1 , Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 Wrek Industries,Inc. Mon Jul 06 12:40:54 2015 Page 1 10-1-2 ID:21jijal20LP6dvHge0718zGwiq-I1 M6a19JMjw1?SSwv?wwzKlj 1 XLjmUPw8L8LFUz_oPd 4-7-0 7-10-0 4-7-0 3-3-0 3 x 4 I I 3x4= Scale=1:19.8 1 3x4= 2 3 Ti I W4 W1 W2 562 3x8=�J 2x4 II QQ 9 61 l 7 2x4 • 3x4= d- -1-8) 0-7-7(0-1-8) 12-1-2 4-7-0 5-2-15 7-10-0 208#/-62!1 4-7-0 795"#0-7-15 I 2-7-1 I LOADING(psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.70 Vert(LL) -0.01 6-7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.81 Vert(TL) -0.03 6-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(TL) -0.04 5 n/a n/a BCDL 10.0 Code FBC2010ITPI2007 (Matrix-M) Weight:44 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 7-10-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=110/0-3-0 (min.0-1-8),5=795/0-7-7 (min.0-1-8) Max Uplift7=-62(LC 4) Max Grav7=208(LC 3),5=795(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-7=-163/117,1-2=0/161,2-3=0/421,3-4=0/31 BOT CHORD 6-7=0/22,5-6=0/146,2-5=-483/0,4-5=0/17 WEBS 1-6=-199/0,3-5=-460/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 62 lb uplift at joint 7. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Tne Catalan ' A0029662 7468 FTG07 FLOOR 1 1 Job Reference(optional) Buidng Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Jul 06 12:40:54 2015 Page 1 10-1-2 4-7-0 ID:21jojr BnOLP6dvH9g071�zGiq 11M6a19JMjwl?SSwv?wwzK1jfXLtmT5w8L8LFUz_oPd 4-7-0 I 1-7-1 1-7-14 2x4 1 3x4= Scale=1:20.5 3x4= 2 3x4= 3 10 4 11 - C J / C . 1 VW ,62 �c6= 5 M 1W47' 3x8= 2x4 I' q 4 7 J B1 0 8 2x4 1 7x6= Oa (y-148) THD26 0-7-12(012 )2 480e/0f! 4-7-0 6-2-2 "WAS 7-10-0 4-7-0 i 1-7-1 0-3-13 1-4-1 I Plate Offsets(X,Y)— [1:0-1-12,0-1-8],[2:0-1-8,0-1-8],[8:0-3-0,0-4-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.66 Vert(LL) -0.05 8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.80 Vert(TL) -0.09 8 >849 240 BCLL 0.0 Rep Stress Ina' NO WB 0.22 Horz(TL) 0.09 6 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:49 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2*Except* end verticals. B1:2x6 SP No.2,B2:2x4 SP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 6-0-0 oc bracing:5-6. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 9=465/0-3-0 (min.0-1-8),6=878/0-7-12 (min.0-1-8) Max Grav9=480(LC 3),6=878(LC 1) FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-9=-474/0,1-2=-382/0,2-3=-34/57,3-10=-34/57,4-10=-34/57,4-5=-32/0 BOT CHORD 8-9=0/31,7-8=0/363,2-7=0/310,6-7=0/821,5-6=-9/0 WEBS 1-8=0/426,2-6=-935/0,3-6=-18010,4-6=-66/51 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent at 4-5-4 from the left end to connect truss(es)FT08 (1 ply 2x4 SP)to back face of bottom chord. 5)Fill all nail holes where hanger is in contact with lumber. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-4=-100,8-9=-20,5-7=-20 Concentrated Loads(Ib) Vert:8=-439(B) Job Truss Truss Type Qty Ply The Catalin A0029634'I 7468 F01 Floor 1 1 ! Job Reference(optional) ' Building Component Supply.Green Cove Springs,Fl. Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Jul 06 12:40:54 2015 Page 1 ID:2ljojrOBnOLP6dvKge0718zGwiq-11 M6al9JMjw1?SSwv'?wwzK1 oHXTzmS8w8L8LFUz_oPd 0-1-8 13-0 I I 0.8-5 0-1,,8 Scale:3/4"=1' 1.5x3 II 1.5x3 II 1 2 3 4 5 6 i i Ti 1 NI 13 14 •1. < IMAM: 1.5x3= 9 BLI Y I 1= 11 10 9 8 =' 0-5-0(0-1-8) 0-3-8(0-1-8) 515#/ 515#2 I 4-1-8 14.5.1014.9.13, 8-11-5 4-1-8 0.4-2 0.4-2' -- _ 4-1-8 Plate Offsets(X,Y)— [6:0-1-8,Edgej,[9:0-1-8,Edgej,[10:0-1-8,Edgej LOADING(psf) SPACING- 2-0-0 CSI. 1 DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.36 1 Vert(LL) -0.02 10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.28 Vert(TL) -0.04 10-11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(TL) 0.01 7 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight:50 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12=515/0-5-0 (min.0-1-8),7=515/0-3-8 (min.0-1-8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 12-13=-508/0,1-13=-507/0,7-14=-508/0,6-14=-507/0,1-2=-463/0,2-3=-930/0,3-4=-930/0,4-5=-930/0,5-6=-463/0 BOT CHORD 11-12=0/26,10-11=0/831,9-10=0/930,8-9=0/831,7-8=0/26 WEBS 1-11=0/594,2-11=-512/0,2-10=-1/251,3-10=-106/2,6-8=0/594,5-8=-512/0,5-9=-1/251,4-9=-106/2 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply The Catelin 7468 F03 Floor A0029636 8 1 Building Component Supply,Green Cove Springs,FL Job Reference(optional) Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries.Inc. Mon Jul 06 12:40:55 2015 Page 1 ID:2ljojr0Bn0LP6dvHge0 718zGwiq-mEvUceAx712cdc16TiR9V YZy3xIT W P3N?tunwz_oPc 0-1-8 1-3-0 I 1-7-4 Scale=1:15.5 1.5x3 H 3x6 1 2 3 4 5 T1 12 , ■ 4< R A/r _ . % W/Ir rl 10 9 8 7 USP-THD46 6 1.5x3 II 501#/O6 0-3-8(0-1-8) 19- fo-1-z 2-10-8 3-8-2 i 4-5-12 i 8-7-4 2-10-8 0-9-10 0-9-10 4-1.8 Plate Offsets(X,Y)— [2:0-1-8,Edge],[8:0-1-8,Edgel LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.42 Vert(LL) -0.05 7-8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.52 Vert(TL) -0.08 7-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight:47 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11=495/0-3-8 (min.0-1-8),6=501/Mechanical FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 11-12=-481/0,1-12=-480/0,5-6=-496/0,1-2=-436/0,2-3=-837/0,3-4=-837/0,4-5=-444/0 BOT CHORD 10-11=0/25,9-10=0/837,8-9=0/837,7-8=0/789,6-7=0/0 WEBS 5-7=0/591,1-10=0/559,4-7=-480/0,2-10=-545/0,4-8=-31/225,2-9=-8/130,3-8=-82/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply The Catalin • A0029651 7468 FT05 FLOOR 1 1 Job Reference(optional) Buildng Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 M Telt Industries,Inc. Mon Jul 062.214:55 2015 Page 1 12-1-2 ID:2ljojlOBnOLP6dvHge0718zGwiq-rnEvUoeAx712cdc16TiR9VYZylxkdVsd3N?tunwz_oPc 4-5-0 8-9-15 4-5-0 4-5-0 Scale:3/4•=1' 2x4 ! 4x5= 2x4 11 1 2 3 _ I _ Y W2 W2 W1 B1 �/ •O•�JJJO•••••••••�0�OO.00OOPOOOOOOOP •••••••••••••••••••••••••••••••••••• ••••••••••••••••••••••••••••••••••••• ••••••••••••IIt1 •••••• •• •••• ••• ••• • K% :1 •••••••• •••••••••••••••••••••• 4x5= 4x5= 0-3-8(0-1-8) (0-1-8) 512#/0# 512#32 12-1-2 0-0-6 8-9-15 0-0-6 8-9-9 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.44 Vert(LL) 0.00 5 "" 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.64 Vert(TL) -0.42 4-5 >245 240 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:41 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 8-9-15 oc purlins, except BOT CHORD 2x4 SP No.1 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=512/0-3-8 (min.0-1-8),4=512/3-2-0 (min.0-1-8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-5=-170/0,1-2=0/0,2-3=0/0,3-4=-170/0 BOT CHORD 4-5=0/1051 WEBS 2-5=-1082/0,2-4=-1082/0 NOTES- 1)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply The Cateln A0029654 7468 FT08 FLOOR 1 1 Job Reference(optional) ` Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s 4r 30 2015 MWTek Industries.Inc. Mon Jul 06 12:40:55 2015 Page 1 10-1-2 ID:2ljojrOBnOLP6dvHge0718zGwiq-mEvUoeAx7_ 1c16TiR9VYZzfxlmVxw3N?tunwz_oPc 3-11-10 7-11-4 , 8-6-2 -� 3-11-10 3-11-10 ' 0-6-14 2x4 I I 3x4= 0-0-6 Scale=1:19.8 1 2 3 4x6= J I 11 R VV3 Y 6x6= 6 1 VV1 B2 9 o ►, M p T LE B, 3 _USP-THD26 a a 3x4= 10-1-2 12-1-2 0-5-0(0-1-8) 7-11-4 8-6-8 , 7-11-4 4590/0,044 Plate Offsets(X,Y)— [3:0-2-4,0-2-01,16:0-1-8,0-2-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.38 Vert(LL) -0.00 5 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.56 Vert(TL) -0.31 4-5 >298 240 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:50 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.3*Except* end verticals. B1:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3*Except* MiTek recommends that Stabilizers and required cross bracing W3:2x8 SP No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. _ REACTIONS. (lb/size) 5=459/Mechanical,6=459/0-5-0 (min.0-1-8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-5=-151/0,1-2=0/0,2-3=-29/0,4-6=0/284,3-6=-174/0 BOT CHORD 4-5=0/291 WEBS 2-5=-372/0,2-4=-334/0 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)Bearing at joint(s)6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job Truss Truss yT pe Qty Ply The Catasn '7468 FTGO2 FLOOR 1 A0029657 a Component Supply, I 2 Job Reference(optional) Bui ng po pply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industnes.Inc. Mon Jul 06 12:40:55 2015 Page 1 10-1-2 2-11-0 5 8 4 ID:2ljojrOBn0LP6dvHge0718zGwiq-mEvUoeAx712cdc16TiR9VYZwyxy n,3N?tunwz_oPc 8-7-4 2-11-0 2-9-4 2-11-0 i Scale=1:15.8 2x4 I, 2x4 4x6= 1 4x6= 9 1 2 3 4 _ Ti t� L W1 VY2 W1 W1 V112 W1 L 11 Il 1111 Si fl —' n n _ 0 NAILED 7 NAILED NAILED 6 4x6= NAILED USP-THD26-2 4x6= 2013#/0# 2x4 II 2x4 0-5-0(0-1-8) 1786#/0# 10-1-2 10-1-2 2-11-0 5-8-4 8-7-4 2-11-0 2-9-4 } 2-11-0 Plate Offsets(X,Y)-- [1:0-1-12,0-1-12],[4:0-1-12,0-1-12],[6:0-1-12,0-1-12],[7:0-1-12,0-1-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.56 Vert(LL) -0.05 6 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.75 Vert(TL) -0.10 6-7 >977 240 BCLL 0.0 Rep Stress Ina NO WB 0.87 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:75 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-5 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=1786/0-5-0 (min.0-1-8),5=2013/Mechanical FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-8=-1652/0,1-9=-3580/0,2-9=-3580/0,2-3=-3580/0,3-4=-3580/0,4-5=-1875/0 BOT CHORD 8-10=0/201,7-10=0/201,7-11=0/3580,6-11=0/3580,6-12=0/259,5-12=0/259 WEBS 1-7=0/3667,2-7=-1150/0,3-6=-1230/0,4-6=0/3597 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced floor live loads have been considered for this design. 4)Refer to girder(s)for truss to truss connections. 5)Load case(s)7,8,9 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. LOAD CASE(S) Standard Except: 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-224,2-4=-431,5-8=-20 Concentrated Loads(Ib) Vert:7=-101(B)9=-190 10=-101(B)11=-101(B)12=-101(B) 7)User defined:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-214(F=-100),2-4=-403(F=-100),5-8=-10(F) Concentrated Loads(Ib) Vert:7=-111(B)9=-174 10=-111(B)11=-111(B)12=-111(B) 8)User defined:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Veil:1-2=-214(F=-100),2-4=-403(F=-100),5-8=-10(F) Continued on page 2 1 Job Truss Truss Type qty Ply The Cataln 7468 FTGO2 FLOOR 1 • A0029657 2 Job Reference(optional) 8uidirg Component Supply,Green Cove Springs,FL Run:7.620 s p r 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Jul 0612:40:55 2015 Page 2 ID:2fjojrrO BnOLP6dvHge0718zGwiq-mEvUoeAx712cdcl6TiR9VYZwyxivVmA3N?tunwz oPc LOAD CASE(S) Concentrated Loads(Ib) Vert:7 -1i1(B)9=-174 10=-111(B)11=-111(B)12=-111(B) 9)User defined:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-214(F=-100),2-4=-403(F=-100),5-8=10(F) Concentrated Loads(Ib) Vert:7=111(B)9=174 10=111(B)11=-111(B)12=111(B) Job Truss Truss Type Qty Ply The Catalin 7468 PB07 P199Yba 1 1 Job Reference(optional) Butdeg Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Pont 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Jul 06 12:40:56 2015 Page 1 23-4-12 ID:2ljojr0Bn0LP6dvHge0718zGwiq-EQTt?zAZuLATFmc10Qyo216AaKBDEPoDcfdRJMz_oPb 6-6-4 9-4-9 6-6-4 2-10-5 2x4 I I Scale=1:27.9 4x6= 5 6 12 8 ■ �® ■ i!• 2x4 i 6.00 12 q IF 2x4 II 3 • o_ t 11 2 o Y B1 • ■ o .° i i.•_•_•P_•_•_•_•yyy:❖e.•e.•.•.•_eee tx•frx•e_•.ee•e.•.•e e•.❖.•.e•.�•eee e e.❖.• a d d 2x4= 10 9 2x411 2x4 II 23-4-12 9-4-9 1 9-4-9 Plate Offsets(X,Y)— [7:0-3-0,0-5-14] I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) -0.00 6 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.17 Vert(TL) -0.00 6 n/r 120 BCLL 0.0 * Rep Stress Inc( YES WB 0.08 Horz(TL) -0.00 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:44 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. Except: WEBS 2x4 SP No.3 6-0-0 oc bracing:3-4 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=109/8-4-15 (min.0-1-8),2=186/8-4-15 (min.0-1-8),10=426/8-4-15 (min.0-1-8) Max Horz 2=139(LC 12) Max Uplift9=-91(LC 8),10=-116(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/15,2-11=-147/97,3-11=-128/121,3-4=-76/40,4-7=-84/49,4-6=-159/167,5-6=0/0,6-12=-42/70,8-12=-42/70, 7-9=-84/139,7-8=-64/83 BOT CHORD 2-10=-4/3,9-10=-4/3 WEBS 3-10=-316/272 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-4-3 to 3-4-3,Interior(1)3-4-3 to 6-8-0,Exterior(2)5-6-4 to 8-6-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 91 lb uplift at joint 9 and 116 lb uplift at joint 10. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard ...r ■ Job Truss Truss Type Qty IPly The Catalin � A0029655 7468 FT39 Common Girder i 1 1 � ' fluid rig Component Supply, Job Reference(optional) ppy,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Jul 0612:40:56 2015 Page 1 10-1-2 ID:2ljojrOBnOLP6dvHge0718zGwiq-EQTt?zAZuLATFmclOQyO2163t QiTDcfdRJMZ_oPb 2-9-15 5-3-8 7-9-1 10-7-0 2-9-15 2-5-9 2-5-9 2-9-15 5x6= Scale=1:21.0 3 8.00 I 12 2x4 II 42x4 II 2 1 of 1 ..'411111111111\41 0 1AI M Ilkillill■ s a M1 11 ■ I 11 ■ 11 Eli 14 15 _ 16 17 18 k ► THD26 THD267 7x6 JUS24 THD26 71�= THD26 ossua § = ) 2305#/-289# 2-9-15 7-9-1 10-7-0 2544#/-296# 2-9-15 4-11-3 2-9-15 I Plate Offsets(X,Y)— [1:0-0-0,0-1-111,[3:0-3-0,0-1-12],[5:0-0-0,0-1-11],[6:0-2-12,0.4-12],[7:0-2-12,0-4-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.13 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.25 6-7 >512 180 BCLL 0.0 * Rep Stress Incr NO WB 0.61 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:57 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-3-13 oc purlins. BOT CHORD 2x6 SP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2*Except* MiTek recommends that Stabilizers and required cross bracing W1:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=2305/0-5-8 (min.0-2-12),5=2544/0-5-8 (min.0-3-0) Max Horz 1=-44(LC 23) Max Uplift 1=-289(LC 8),5=-296(LC 8) FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-3764/468,2-3=-3684/501,3-4=-4427/565,4-5=-4528/534 BOT CHORD 1-14=-387/3297,14-15=-387/3297,7-15=-387/3297,7-16=-238/2203,16-17=-238/2203,6-17=-238/2203,6-18=-445/3968, 5-18=-445/3968 WEBS 3-6=-317/2716,4-6=-142/181,3-7=-228/1688,2-7=-139/135 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=S.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 289 lb uplift at joint 1 and 296 lb uplift at joint 5. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 4-0-0 oc max.starting at 0-10-12 from the left end to 8-4-12 to connect truss(es)T36(1 ply 2x4 SP),T37(1 ply 2x4 SP),FT01 (1 ply 2x4 SP),FT02(1 ply 2x4 SP)to front face of bottom chord. 8)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent at 4-4-12 from the left end to connect truss(es)T38(1 ply 2x4 SP)to front face of bottom chord,skewed 0.0 deg.to the right,sloping 0.0 deg.down. 9)Fill all nail holes where hanger is in contact with lumber. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,3-5=-60,8-11=-20 Concentrated Loads(Ib) Vert:14=-492(F)15=-495(F)16=-495(F)17=-1260(F)18=-1260(F) Job Truss Truss Type Qty Ply The Catalin 7468 FrG06 I FLOOR 1 A0029661 2 Job Reference(optional) Guiding Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 Wrek Industries,Inc. Mon Jul 06 12:40:56 2015 Page 1 10-1-2 ID:2ljojrOBnOLP6dvHge0718zGwiq-EQTt?zAZuLATFmc10Qy02166MK1kEB01 d Mz_oPb 2-0-0 5-5-0 8100 10-10-0 2-0-0 3-5-0 3-5-0 2-0-0 Scale=1:17.8 2x4 I 4x10= 2x4 4x10= 1 4x10= 2 I 11 3 4 5 T1 I 7 9 W2 W1 W3 W- W3 W1 �iwl L i i J J 94x10= 8 7 2x4 II 4x10= 2x4 2x4 II 0-5-0(0-1-8) 0s10(01-8) 2164#/0# 2369M/0# 10-1-2 10-1-2 2-0-0 5-5-0 8-10-0 10-10-0 2-0-0 3-5-0 3-5-0 I 2-0-0 I Plate Offsets(X,Y)– [7:0-1-12,0-2-0],[9:0-4-12,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.45 Vert(LL) -0.10 8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.77 Vert(TL) -0.17 8 >735 240 BCLL 0.0 Rep Stress Incr NO WB 0.96 Horz(TL) 0.04 6 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:120 lb FT=20% LUMBER- BRACING- TOP — CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.1 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=2164/0-5-0 (min.0-1-8),6=2369/0-5-10 (min.0-1-8) FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-10=-2111/0,1-2=-3583/0,2-11=-3880/0,3-11=-3880/0,3-4=-3969/0,4-5=-3658/0,5-6=-2311/0 BOT CHORD 9-10=0/149,8-9=0/6041,7-8=0/6041,6-7=0/165 WEBS 1-9=0/3974,2-9=-1398/0,3-9=-2235/0,3-8=-50/0,3-7=-2143/0,4-7=-1463/0,5-7=0/4041 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Load case(s)3,4,5 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Except: 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-11=-224,5-11=-433,6-10=-20 Concentrated Loads(Ib) Vert:2=-355 3)User defined:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-11=-214(F=-100),5-11=-405(F=-100),6-10=-10(F) Concentrated Loads(Ib) Vert:2=-325 4)User defined:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-11=-214(F=-100),5-11=-405(F=-100),6-10=-10(F) Concentrated Loads(Ib) Vert:2=-325 Continued on page 2 Job ,Truss Truss Type Qty Ply The Catalin 7466 FTGO6 FLOOR 1 A0029661 2 Job Reference(optional) Budding Component Supply,Green Cove Springs.FL Run:7.820 3 Apr 30 2015 Print 7.620 s Apr 30 2015 MTek Industries.Inc. Mon Jul 06 12:40:56 2015 Page 2 ID:21)OjOBnOLP6dvHge0718zQ wiq-EQTt?zAZuLATFmcI0QyO2166MK1kEBODcfdRJMz oPb LOAD CASE(S) 5)User defined:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(p11) Vert:1-11=-214(F=-100),5-11=-405(F=-100),6-10=-10(F) Concentrated Loads(lb) Vert:2=-325 Job Truss Truss Type 'Qty Ply The Cateln 17468 P806 Piggyback 1.1 1 ' I Job Reference(optional) Striding Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Jul 06 12:40:56 2015 Page 1 23-4-12 ID:2ljojrOBnOLP6dvHge0718zGwiq-EQTt?zAZuLATFmclOQy0216AEKCDEPuDc fdRJMz oPb i 11-1-1 11-1-1 2x4 I 4x5% 2x4 i Scale=1:23.2 5 6 7 13 8 1 214 i i 7 /,T2 - 4 . 7 6.00'12 2x4 I I 3 m W4 0 12 T1 PI A 1 W1 2 • o 1 " - B1 0 o 6 3x4= 11 10 92x4 'I 2x4 I 2x4 I 23-4-12 8-0-13 11-1-1 8-0-13 • 3-0-3 Plate Offsets(X,Y)-- [7:0-4-0,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.00 5 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(TL) -0.01 6 n/r 120 BCLL 0.0 ' Rep Stress Ina YES WB 0.07 Horz(TL) 0.00 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:49 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3'Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W2:2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=80/10-1-7 (min.0-1-8),2=140/10-1-7 (min.0-1-8),10=329/10-1-7 (min.0-1-8),11=354/10-1-7 (min.0-1-8) Max Horz 2=115(LC 12) Max Uplift9=-17(LC 9),10=-87(LC 8),11=-85(LC 12) Max Grav9=92(LC 22),2=140(LC 1),10=329(LC 1),11=354(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/15,2-12=-124/66,3-12=-110/85,3-4=-72/26,4-7=-67/42,4-6=-81/126,5-6=0/0,6-7=-21/31,7-13=-4/1,8-13=-4/1, 8-9=-69/43 BOT CHORD 2-11=-3/6,10-11=-3/6,9-10=-1/4 WEBS 7-10=-259/194,3-11=-271/204 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-4-3 to 3-4-3,Interior(1)3-4-3 to 6-8-0,Exterior(2)5-6-4 to 8-6-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 17 lb uplift at joint 9,87 lb uplift at joint 10 and 85 lb uplift at joint 11. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply The Catalm 7468 08 Piggyback 1 1 , P8 Job Reference(optional) Guiding Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Jul 06 12:40:57 2015 Page 1 23-4-12 ID:2Ijo/r0BnOLP6dvHge0718zGwiq-ic1 FCJBBfeIKtwBUa7UdazlLOkWVztzMrJM?spz_oPa 1104 11-0-4 Scale=1:18.8 6.00 12 6x8 3x8 II 3 4 9 5 o 2 T Wj T w. I W1 _ i°.•......v....-o.........s o........-.-.-.... .....v.o ❖❖....vv.. •.v..... o .v . o . ... .. .. .• .- ..• . i d d 8 7 6 3x4= 3x8 I 23-4-12 11-0-4 11-0-4 Plate Offsets(X,Y)— 13:0-4-0.0-1-151 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(TL) -0.00 1 n/r 120 BCLL 0.0 • Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:34 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=148/10-0-11 (min.0-1-8),2=107/10-0-11 (min.0-1-8),8=167/10-0-11 (min.0-1-8),7=401/10-0-11 (min.0-1-8) Max Horz 2=28(LC 12) Max Uplift6=-32(LC 9),2=-37(LC 12),8=-21(LC 9),7=-94(LC 8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/15,2-3=-138/42,3-4=-80/31,4-9=-80/31,5-9=-80/31,5-6=-111/76 BOT CHORD 2-8=-52/123,7-8=-31/80,6-7=-31/80 WEBS 3-8=-115/111,4-7=-304/163 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-4-3 to 6-4-14,Interior(1)6-4-14 to 10-9-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 32 lb uplift at joint 6,37 lb uplift at joint 2,21 lb uplift at joint 8 and 94 lb uplift at joint 7. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. LOAD CASE(S) Standard I I Job Truss Truss Type Oty Ply The Cataln 17468 P809 'Piggyback '11 1 I i 1 ! Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Jul 06 12:40:57 2015 Page 1 23412 ID:2ljojrOBnOLP6dvHge0718zGwiq-ic1FCJBB feIKtwBUa7UdazIMPkW1ztYMrJM?spz oPa 4-0-0 11-0-4 4-0-0 7-0-4 Scale=1:18.9 3x4= 2x4 2x4 'I 4 5 11 12 6 :.00 12 2x4 II 10 T2 I 3 L.. T ST2 1 W1 I d ST1 r 2 81 0 0 1 — _II 0 � :❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖;:;02::❖:❖:❖:❖:❖:❖ I.! 9 8 7 3x4- 2x4 2x4 2x4 1 23-4-12 11-0-4 11-0-4 Plate Offsets(X,Y)— (4:0-2-0,0-2-8] LOADING(psf) SPACING- 2-0-0 I CSI. DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 I TC 0.18 Vert(LL) -0.00 1 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.13 Vert(TL) -0.00 1 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix) Weight 37 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing � be installed during truss erection,in accordance with Stabilizer I Installation guide. , REACTIONS. (lb/size) 7=134/10-0-11 (min.0-1-8),2=103/10-0-11 (min.0-1-8),8=342/10-0-11 (min.0-1-8),9=250/10-0-11 (min.0-1-8) Max Horz2=57(LC 12) Max Uplift7=-31(LC 9),2=-15(LC 12),8=-74(LC 8),9=-41(LC 12) Max Grav7=134(LC 22),2=103(LC 1),8=342(LC 1),9=250(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/15,2-3=-54/16,3-10=-78/21,4-10=-69/25,4-5=-28/12,5-11=-28/12,11-12=-28/12,6-12=-28/12,6-7=-100/68 BOT CHORD 2-9=-12/28,8-9=-12/28,7-8=-12/28 WEBS 5-8=-257/154,3-9=-184/142 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-4-3 to 3-4-3,Interior(1)3-4-3 to 4-0-0,Exterior(2)4-0-0 to 8-2-15 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 31 lb uplift at joint 7,15 lb uplift at joint 2,74 lb uplift at joint 8 and 41 lb uplift at joint 9. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply The Cataan 7468 PB10 ,Piggyback 1 1 i Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7 620 s Apr 30 2015 MTek Industries,Inc. Mon Jul 06 12:40:57 2015 Page 1 23-412 ID:2ljojr0Bn0LP6dvHge0718zGwiq-ic1 FCJBBfeIKtwBUa7UdazfMKWOztRMrJM?spz_oPa 6.0.0 11-0-4 6-0-0 i 5-0-4 Scale=1:19.3 3x4= 2x4 I 2x4 11 4 5 12 13 6.00 12 2x4 II 3 11 g ST2 I I 10 ST1 2 -0 - o i 1 _1 U B1 — o .=! - •∎•∎•`•`•••••••∎•∎•r•∎•`•"••❖.• :❖•: ••.❖.❖.❖.❖•. ❖:•❖•:•❖∎::∎*o❖.❖. .•❖.❖.•.S❖.•:S❖.•.S❖.•i•..❖.❖. r.• : :••:••.•.o•❖.❖.❖.❖.•: o. 9 8 7 3x4= 2x4 I 2x4 2x4 23-4-12 11-0-4 11-04 Plate Offsets(X,Y)– [4:0-2-0,0-2-8] LOADING(psf) SPACING- 2-0-0 CSI. 1 DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.13 Vert(TL) -0.00 1 n/r 120 BCLL 0.0 * Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight 40 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing 1 I be installed during truss erection,in accordance with Stabilizer 1 Installation guide. J REACTIONS. (lb/size) 7=131/10-0-11 (min.0-1-8),2=96/10-0-11 (min.0-1-8),8=345/10-0-11 (min.0-1-8),9=258/10-0-11 (min.0-1-8) Max Horz 2=86(LC 12) Max Uplift7=-32(LC 8),8=-62(LC 9),9=-52(LC 12) Max Grav7=138(LC 22),2=96(LC 1),8=345(LC 1),9=258(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/15,2-10=-122/35,3-10=-114/49,3-11=-64/0,4-11=-26/9,4-5=-14/6,5-12=-14/6,12-13=-14/6,6-13=-14/6, 6-7=-105/62 BOT CHORD 2-9=-6/14,8-9=-6/14,7-8=-6/14 WEBS 5-8=-258/162,3-9=-193/172 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-4-3 to 3-4-3,Interior(1)3-4-3 to 6-0-0,Exterior(2)6-0-0 to 10-2-15 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ft between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 32 lb uplift at joint 7,62 lb uplift at joint 8 and 52 lb uplift at joint 9. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. LOAD CASE(S) Standard Job Truss Truss Type Oty Ply The Catalm , A0029695 7468 T27 Hip Girder 1 1 . Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Jul 06 12:40:58 2015 Page 1 20-7-0 ID:2ljojr0Bn0LP6dvHge0718zGwiq-ApbdQfCpQyQAU3mh8Rs7ABYx8pYiJGW3z6Y Ff-0oPZ 2-0-5 5-3-8 8-6-11 10-7-0 ' 2-0-5 3-3-3 3-3-3 2-0-5 Scale=1:17.5 Special NAILED Special 4x5— ED 3iiI= NAILED f 5= 6.00 12 2 14 3 151 4 fl fl 2( HR 1 T r. n W1 W2 W2 W1 5 ' 1 1 q �II I _V LJ 1 l't n Til 11 11 d 7 3x4= 16 17 18 6 I/\ Special NAILED NAILED NAILED 3x4= Special ' 3 x 6 1 1 3x6 ,I 0s-8(0-1-8) 0-5-8(0-1-8) 355#/-169# 355#/-169# 20-7-0 20-7-0 2-0-5 8-6-11 I 10-7-0 2-0-5 6-6-6 2.0-5 Plate Offsets(X,Y)— [1:0-2-12,0-0-7],[5:0-2-12,0-0-7] LOADING(psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) l/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.05 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(TL) -0.10 6-7 >999 180 BCLL 0.0 ` Rep Stress Inc- NO WB 0.08 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:47 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-9-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3,Right:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 1=355/0-5-8 (min.0-1-8),5=355/0-5-8 (min.0-1-8) Max Horz 1=17(LC 7) Max Uplift 1=-169(LC 8),5=-169(LC 8) FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-558/308,2-14=-490/285,3-14=-490/285,3-15=-490/285,4-15=-490/285,4-5=-558/308 BOT CHORD 1-7=-244/467,7-16=-355/721,16-17=-355/721,17-18=-355/721,6-18=-355/721,5-6=-244/467 WEBS 2-7=-109/216,3-7=-274/124,3-6=-274/124,4-6=-109/216 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 169 lb uplift at joint 1 and 169 lb uplift at joint 5. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)90 lb down and 107 lb up at 2-0-5, and 90 lb down and 107 lb up at 8-6-11 on top chord,and 89 lb up at 2-2-7,and 89 lb up at 8-3-13 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-4=-60,4-5=-60,8-11=-20 Concentrated Loads(Ib) Vert:2=64(B)4=64(B)7=3(B)6=3(B)3=11(B)14=11(B)15=11(B)16=-10(B)17=-10(B)18=-10(B) Job Truss Truss Type Oty —The Catlin A00296961 7468 128 Hip 1 1 ` Job Reference(optional) Guiding Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 Welt Industries,Inc. Mon Jul 06 12:40:58 2015 Page 1 20.7-0 ID:2ljojr0Bn0LP6dvHge0718zGwiq-ApbdQfCpQyQAU3mh8r?s7ABXp8rRiK 3 YOFz_oPZ I I 6X11 3-10513 Scale=1:17.8 4x5= 4x5= 2 3 . T2 T 6.00 12 15 14 P7 T1 T3 4 3x4 n r N N 5 1 11 tj ' 1 9 � 1 ,3 6 USP-THD26 3x4= 418#/46# 3x6 I 3x5 11 "28(9--6-8) 20-7-0 418#/-46# 5.1-3 I 10.5-8 i 5-1-3 5-4-5 Plate Offsets(X,Y)– [1:0-2-12,0-0-7],[5:0-2-9,0-1-5] LOADING(psf) SPACING- 2-0-0 1 1 CSI. DEFL. in (loc) IJdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 1 TC 0.13 Vert(LL) -0.01 6-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.25 Vert(TL) -0.03 6-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight:43 lb FT=20% 0' LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 Installation guide. SLIDER Right 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 5=418/Mechanical,1=418/0-5-8 (min.0-1-8) Max Horz 1=33(LC 11) Max Uplift5=-46(LC 12),1=-46(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-14=-561/200,2-14=-496/208,2-3=-484/208,3-15=-483/207,4-15=-500/200,4-5=-329/51 BOT CHORD 1-6=-131/459,5-6=-121/446 WEBS 2-6=0/117,3-6=0/119 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-0-5,Exterior(2)4-0-5 to 6-6-11 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 46 lb uplift at joint 5 and 46 lb uplift at joint 1. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job I Truss Truss Type Qty Ply The Catalin A0029697 7468 T29 Roof Special 1 1 ,Job Reference(optional) Guiding Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7920 s Apr 30 2015 MiTek Industries,Inc. Mon Jul 06 12:40:58 2015 Page 1 ID:2ljojrOBnOLP6dvHge0718zGwiq-ApbdQfCpQyQAU3mh8r?s7ABVg8gziJdVV3 Ygz_oPZ 20-7-0 5-3-8 7-10-11 10-5-8 5-3-8 2-7-3 2-6-13 2 = Scale=1:18.0 I 6.00112 T2 3 4x5= 2x4 I I 11 10 T1 J r I _ r n 1 Y d Ai 6 3x4= USP-THD26 5 413#/-49# 3x6 1 3x4= 0-52J9- -8) 20-7-0 413#/-42# 5-3-8 i 10-5-8 5-3-8 5-2-0 Plate Offsets(X,Y)— [1:0-2-12,0-0-7] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) -0.02 6-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.28 Vert(TL) -0.05 6-9 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.12 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 Code FBC2010ITPI2007 (Matrix-M) Weight:48 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=413/Mechanical,1=413/0-5-8 (min.0-1-8) Max Horz 1=39(LC 12) Max Uplift5=-49(LC 12),1=-42(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-10=-516/132,10-11=-454/134,2-11=-452/145,2-3=-478/151,3-4=-26/0,4-5=-77/49 BOT CHORD 1-6=-116/406,5-6=-150/452 WEBS 2-6=0/225,3-6=-93/56,3-5=-525/184 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-3-8,Exterior(2)5-3-8 to 7-10-11 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 49 lb uplift at joint 5 and 42 lb uplift at joint 1. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job 'Truss 'Truss Type Qty Ply The Catele A0029698 7468 T30 Roof Special 1 I Job Reference(optional Building Component Supply Green Cove Springs,FL Run:7.620 s Apr 30 2015 Pant 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Jul 0612.40:58 2015 Page 1 20 7-0 ID:2ljojrOBnOLP6dvHge0718zGwiq-ApbdQfCpOyoAU3mh8r?s7ABUe8gniFOW '�Fz_oPZ 5.3-8 5-10-11 10-5-8 I 5-3-8 0-7-3 4-6-13 3 Scale.1:18.1 2 4 4x1- — 2x4-11 6.00;12 172 13 T2 14 L 11 10 i r.... P: T 3 WI '/ (41 1 ti 1 1 -r- " c5 H 0 B1 6 USP-THD26 5 2x4 II 417#/-85# 3x6 11 3x4= 0-51S9--6-8) 20-7-0 417#f.41# 4-9-2 1 5-3-8 1 5-10-11 i 10-5-8 4-9-2 0-6-6 0-7-3 4-6-13 Plate Offsets(X,Y)— [1:0-2-12,0-0-71,12:0-6-4,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.03 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.29 Vert(TL) -0.07 5-6 >999 180 BCLL 0.0 ' Rep Stress Inc( YES WB 0.33 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) 1 Weight:50 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE 1 MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=417/Mechanical,1=417/0-5-8 (min.0-1-8) Max Horz 1=78(LC 12) Max Uplift5=-85(LC 9),1=-41(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-10=-559/164,10-11=-506/164,2-11=-495/176,2-3=-13/0,2-12=-33/13,12-13=-36/13,13-14=-37/12,4-14=-41/12, 4-5=-159/91 BOT CHORD 1-6=-220/452,5-6=-223/443 WEBS 2-5=-461/242,2-6=0/227 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.11; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-5-7,Exterior(2)4-11-14 to 7-11-14 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 85 lb uplift at joint 5 and 41 lb uplift at joint 1. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job 'Truss I Truss Type i Qy 1 Ply IThe Caalin A0029699 7468 T31 Half Hip 1 1 Job Reference(Optional) Budding Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Jul 06 12:40:59 2015 Page 1 ID:2ljojrOBnOLP6dvHge0718zGwiq-e?9?d?DRBGY16DLUYWSgO Rl9fldr6whz_oPY 20-7-0 6-8-5 I 10-5-8 6-8-5 3-9-3 3 - %i i 1 Scale=1:20.3 -5=. 10 1 7. 41338/-668 3x4= 0_ 3x8 II 20-7-0 413#/-27#�) 6-8-5 I 3-� Plate Offsets(X,Y)— [1:0-3-8,Edge],[4:0-1-8,0-1-8] I LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.24 4-7 >505 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.67 4-7 >185 180 BCLL 0.0 * Rep Stress Incr YES WB 0.17 Horz(TL) 0.05 1 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:46 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP SS end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer II Installation guide. REACTIONS. (lb/size) 4=413/Mechanical,1=413/0-5-8 (min.0-1-8) Max Horz 1=97(LC 12) Max Uplift4=-66(LC 9),1=-27(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-8=-342/83,8-9=-294/85,2-9=-292/102,2-10=-49/0,3-10=-49/0,3-4=-74/56 BOT CHORD 1-4=-178/261 WEBS 2-4=-322/216 NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-8-5,Exterior(2)6-8-5 to 10-3-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11 4)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 66 lb uplift at joint 4 and 27 lb uplift at joint 1. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ■ 1 0• MSS MSS ype • 'The Cataiin A0029700 7468 T32 Half Hip 1 1 1 Job Reference(optional) Buiding Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 Welt Industries,Inc. Non Jul 06 12'40:59 2015 Pagel ID:2ljojrOBnOLP6dvHge0718zGwiq-e?9?d?DRBGY1 SLAWSgOkXVY4ORkbftdr6whz_oPY 20-7-0 7-0.0 8-6-4 10-5-8 7-0-0 1-6-4 3 1-11-4 4 5 T2 Scale=1:24.9 2x4\\ �1. Il 2 6.00,12 11,, 11 .r 10 1 4 mai • B1 ME IIPM USP-THD26 41St/-75# 3x4= 3x5 I 0-5-8(0-1x8):1 20-7-0 41 # 8-6-4 10-5-8 8-6.4 1-11-4 Plate Offsets(X,Y)— [1:0-2-12,0-0-7[,[3:0-3-0,0-2-0],[4:Edge,0-3-81,[5:0-2-0,0-0-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.18 6-9 >698 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.54 6-9 >227 180 BCLL 0.0 * Rep Stress Inc- YES WB 0.20 Horz(TL) 0.04 1 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:52 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. I REACTIONS. (lb/size) 5=413/Mechanical,1=413/0-5-8 (min.0-1-8) Max Horz 1=123(LC 12) Max Uplift5=-75(LC 12),1=-16(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-10=-376/32,10-11=-329/35,2-11=-240/50,2-3=-246/69,3-4=-73/24,4-5=-289/109 BOT CHORD 1-6=-165/298,5-6=-24173 WEBS 2-6=-580/308,3-6=-153/517 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 8-6-4,Exterior(2)8-6-4 to 10-3-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 75 lb uplift at joint 5 and 16 lb uplift at joint 1. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ■ Job Truss Truss Type Qty Ply The Catalin A0029701 7468 i T33 Half Hip 11 1 Job Reference(optional) Building Component Supply.Green Cove Springs,FL Run:7.620 5 Apr 30 2015 Pnnt:7.620 s Apr 30 2015 AATek dvHge07 8zGGwiq-e?9?d?DRBGY 6DLtiYg9$keTYl9mRlgfldr6whz oPY 20-7-0 SCr8 6-11-2 10-5-8 5-6-8 1-4-10 3-6-6 4.24 12 4x10= 2x4 I I Scale=1:22.9 3 11 4 - 4x5% ■ 2 �p ■ 6.00 12 10 \ \� r \ \ 1 r1 .t• INN Pt; B1 6 USP-THD26 3 41 .63# 3x4= o-11004.10)11 20-7-0 413#/-28# 5.6.8 I 6-11-2 I 10-5-8 5.6.8 1-4-10 3-6-6 Plate Offsets(X,Y)— [1:0-2-12,0-0-7],[3:0-5-12,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.05 6-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(TL) -0.14 6-9 >884 180 BCLL 0.0 • Rep Stress Ina YES WB 0.19 Horz(TL) 0.02 1 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight 54 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=413/Mechanical,1=413/0-5-8 (min.0-1-8) Max Horz 1=95(LC 12) Max Uplift5=-63(LC 12),1=-28(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-10=-458/79,2-10=-407/91,2-3=-332/92,3-11=-6/4,4-11=-6/4,4.5=-100/65 BOT CHORD 1-6=-150/367,5-6=-88/299 WEBS 2-6=-181/103,3-6=-56/322,3-5=-426/123 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-11-2,Exterior(2)6-11-2 to 10-3-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 63 lb uplift at joint 5 and 28 lb uplift at joint 1. li 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job I Truss Russ Type Qty Ply The Catafin A0029702 7468 T34 I Half Hip Girder 1 1 Job Reference(tonal) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries.Inc. Non Jul 06 12:41:00 2015 Page 1 ID:2ljojr06nOLP6dvHge0718zGwiq-6BjNrLD4yZguIrNw3FG1KCbHpyy goXHbfS7z_oPX 20-7-( 9 , 6-1-3 , 10-5-8 0-8-9 ' 5-4-10 ■ 4-4-5 Scale=1:20.2 Special NAILED 4x5 3x4= NAILED 1 4 4.24 12 NAI 1 E�'11 Iim I. 3x4� NAI " 6.00 12 10 ' ' N 2 1 rill I d IPAINNIMILIIII I IFIIIIIMINISIIMIIIME m. 13 14 6 3x4= 15 USP-THD26 5 PIM NAILED NAILED NAILED NAILED 694#/-10511 2x4 II 3x6 I I NAILED NAILED 0-5.8(0-1 20-7-0 20-7-0 489#/-62# 6-1-3 10.5.8 I 6.1-3 4-4-5 Plate Offsets(X,Y)— [1:0-2-12,0-0-11],[20-2-0,0-1-7] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.02 6-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.33 Vert(TL) -0.06 6-9 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.28 I Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight:46 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=694/Mechanical,1=489/0-5-8 (min.0-1-8) Max Horz 1=66(LC 8) Max Uplift5=-105(LC 8),1=-62(LC 8) FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-762/89,2-10=-747/87,10-11=-701/92,3-11=-660/97,3-12=-651/106,4-12=-651/106,4-5=-598/141 BOT CHORD 1-13=-114/661,13-14=-114/661,6-14=-114/661,6-15=-7/30,5-15=-7/30 WEBS 3-6=-179/140,4-6=-121/734 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 105 lb uplift at joint 5 and 62 lb uplift at joint 1. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)162 lb down and 132 lb up at 6-1-3 on top chord. The design/selection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,3-4=-60,5-7=-20 Concentrated Loads(Ib) Vert:3=-84(F)5=-41(F)6=-64(F)4=-57(F)10=35(F)11=-18(F)12=-57(F)13=-2(F)14=-26(F)15=-41(F) Job Truss Truss Type Qty Ply The Cataln ;7468 FGE01 GABLE 1 1 A0029645 Job Reference(optional) Building Component Supply.Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Jul 061241:00 2015 Page 1 ID:2ljojr0Bn0LP6dvHge0718zGwiq-6BjNrLD4yZgukNvi3FG1 KCbHtsyaOAEUoXHbfS7z_oPX 0.1.8 0-1)8 n Scale=1:18.5 1 - 2 3 4 5 6 7 8 9 10 T1 -21 I 2 • • STI ST1 ST1 STI ST1 STI STI 9 20 19 18 17 16 15 14 13 12 11 3x4 = 3x4= 3x4= 10-1-2 1-6-12 2-10-12 4-2-12 5-6-12 6-10-12 8-2-12 9-6-12 10-10-12 11-6-0 1-6-12 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 I 0-7-4 Plate Offsets(X,Y)- 119:0-1-8,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 19 n/a n/a BCDL 10.0 Code FBC2010ffP12007 (Matrix) 1 Weight:55 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: OTHERS 2x4 SP No.3(flat) 10-0-0 oc bracing:19-20. REACTIONS. (lb/size) 20=64/11-6-0 (min.0-1-8),11=-4/11-6-0 (min.0-1-8),19=188/11-6-0 (min.0-1-8),18=153/11-6-0 (min.0-1-8),17=162/11-6-0 (min.0-1-8), 16=159/11-6-0 (min.0-1-8),15=160/11-6-0 (min.0-1-8),14=159/11-6-0 (min.0-1-8),13=166/11-6-0 (min.0-1-8),12=131/11-6-0 (min.0-1-8) Max Uplift11=-4(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 20-21=-52/0,1-21=-52/0,11-22=0/5,10-22=0/5,1-2=0/0,2-3=0/0,3-4=0/0,4-5=0/0,5-6=0/0,6-7=0/0,7-8=0/0,8-9=0/0, 9-10=0/0 BOT CHORD 19-20=0/3,18-19=-0/0,17-18=-0/0,16-17=-0/0,15-16=-0/0,14-15=-0/0,13-14=-0/0,12-13=-0/0,11-12=-0/0 WEBS 2-19=-154/0,3-18=-128/0,4-17=-135/0,5-16=-133/0,6-15=-134/0,7-14=-132/0,8-13=-138/0,9-12=-109/0,1-19=-4/0 NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 4 lb uplift at joint 11. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job Truss (rues Type Qty Ply Tne Catelin A0029638 7468 F05 Floor 4 1 Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Jul 0612:41:00 2015 Page 1 ID:2ljojrOBnOLP6dvHge0718zGwiq-6BjNrLD4yZgukNw3FG1 KCbHIzyOfA7JoXHbfS7z_oPX 0-1-8 H 1-3-0 I 1-11-8 0-1-8 Scale=1:23.0 4x6= 4x6= 1.5x3= 1.5 x 3 I I 1.5x3= 1 2 3 4 T1 5 6 7 I 16 � � 17 q e T 14 13 12 11 10 9 4x6= 1.5X3 II 4x6= 038(0-1-8) 0-3-8(0-1-8) 816#0# 816#/0# 10-1-2 10-1-2 6-7-8 I 7-7-4 I 8-7-0 I 13-11-8 6-7-8 0-11-12 0-11-12 5-4-8 Plate Offsets(X,Y)— [1:Edge,0-1-8],(5:0-1-8,Edge],p:0-1-8,Edge],112:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. 1 DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.60 Vert(LL) -0.15 12-13 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.77 Vert(TL) -0.24 12-13 >694 240 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(TL) 0.03 8 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight:72 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except BOT CHORD 2x4 SP No.1(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 15=816/0-3-8 (min.0-1-8),8=816/0-3-8 (min.0-1-8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 15-16=-805/0,1-16=-804/0,8-17=-810/0,7-17=-809/0,1-2=-804/0,2-3=-1881/0,3-4=-2283/0,4-5=-2283/0,5-6=-1873/0,6-7=-806/0 BOT CHORD 14-15=0/42,13-14=0/1494,12-13=0/2192,11-12=0/2283,10-11=0/2283,9-10=0/1483,8-9=0/42 WEBS 1-14=0/1036,2-14=-960/0,2-13=0/539,3-13=-433/0,3-12=-82/384,4-12=-169/0,7-9=0/1039,6-9=-941/0,6-10=0/551,5-10=-647/0,5-11=-33/198 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 'Job Truss Truss Type Qty 'Ply The Catalin A0029703 7468 T35 ICommon 6 1 Job Reference(optional) Bedding Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries.Inc. Mon Jul 06 12:41:00 2015 Page 1 ID:2ljojrOBnOLP6dvHge0718zGwiq-6BjNrLD4yZgukNvi3FG1 KCbHm3yTel∎c EoXHbfS7z_oPX 10-1-2 6-10-8 13-9-0 I 6-10-8 6-10-8 4x5= Scale=1:25.6 2 412ji14 ,irj4. B1 ' a 4 prl 3x8 1' 2x4 11 3x8 I 0-3-8(0-1-8) 0-3-8(0-1-8) 5 8# 5509/498# 13-9-0 I 6-10-8 6-10-8 l 6-10$ Plate Offsets(X,Y)— [1:0-3-8,Edgel,[3:0-3-8,Edg.1 LOADING(psf) ( SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.09 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.14 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(TL) 0.02 1 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:51 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-9 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-3-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3,Right:2x4 SP No.3 . Installation guide. REACTIONS. (lb/size) 1=550/0-3-8 (min.0-1-8),3=550/0-3-8 (min.0-1-8) Max Horz 1=57(LC 11) Max Uplift 1=-198(LC 12),3=-198(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-11=-736/584,11-12=-654/584,2-12=-648/601,2-13=-648/601,13-14=-654/584,3-14=-736/584 BOT CHORD 1-4=-453/585,3-4=-453/585 WEBS 2-4=-328/302 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-10-8,Exterior(2)6-10-8 to 9-10-8 zone;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 198 lb uplift at joint 1 and 198 lb uplift at joint 3. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ray Muss Truss Type IQty Ply The Cate lin A00297041 7468 T36 Roof Special 1 1 1 1 Job Reference(optional) Building Component Supply.Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries.Inc. Mon Jul 0612:41:01 2015 Page 1 ID:2ljojrOBnOLP6dvHge0718zGwiq-bOHm2hEijtoILXUGpzYZlppySLgTvg syllx1(C?az_oPW 10-1-2 13 0-8-8 6-9-0 12-9-3 13-2-6 6-0-8 6-0-3 0-4-1 0-8-8 4x5= 0-5.8 Scale=1:25.0 3 Lil.1 6.00 12 13 12 T2 11 T1 _r W1 3x4* 4x5 2 4 USP-THD26 64x5= 5 518#/-57# 3x5 I 3x4 0-5-8(0-1-8) 141-2 518#/-58#10-1-2 13-2-0 13-7-8 66--9�-0 l 6-5-0 6-5-8 Plate Offsets(X,Y)— [1:0-2-0,0-1-5],[5:0-2-0,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.06 6-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.13 6-9 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.12 Horz(TL) 0.03 1 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:60 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W3:2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.3 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=518/Mechanical,5=518/0-5-8 (min.0-1-8) Max Horz 1=54(LC 11) Max Uplift1=-57(LC 12),5=-58(LC 12) 4 FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-361/0,2-11=-641/151,11-12=-573/152,3-12=-570/167,3-13=-570/168,4-13=-656/153,4-5=-470/168 BOT CHORD 1-6=-181/513,5-6=-89/257 WEBS 3-6=0/263,4-6=0/314 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-9-0,Exterior(2)6-9-0 to 9-9-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 57 lb uplift at joint 1 and 58 lb uplift at joint 5. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job i Truss Truss Type ,Qty I Ply The Catelin A0029705 Roof Special 7468 T37 1 1 I ! Job Reference(optional) Budding Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MTett Industries,Inc. Mon Jul 0612:41:012015 Page 1 ID:21joj rOBnOLP6dvHge0718zGwiq-bOHm2hEijtoILXUGpzYZlpp_VLgF ypd$C?az_oPW 10-1-2 2-2-8 fr9.0 12-0-15 13-2-0 13-1=8'— 2-2-8 ' 4-6-8 I 5-3-15 1-1-1 0-5-8 4x5= Scale=1:24.8 3 • 6.00 12 p1 11 10 2x4 I 4x5= 1 4x5= 2x4 II 4 5 11 .' Arli' lliaississ..111111111111111111ftr_ II.wpo/IIIIIIIIPIIIIIIIIIIIIIIIII. T7 _ IlLigi USP-THD26 7 4x10= 6 110,-M 515#/-58# 8 3x4= ggxx 0.5.8(0.1-0) T0-1-2 515#/-56# 12 6-9.0 I 13-2-0 13-7-8 6-9-0 6-5-0 0-5.8 Plate Offsets(X,Y)— (6:0-1-8,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI, DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.04 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.43 Vert(TL) -0.11 6-7 >999 180 BCLL 0.0 * Rep Stress Inc( YES WB 0.15 Horz(TL) 0.01 6 n/a n/a • BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) 1 1 Weight 70 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=515/Mechanical,6=515/0-5-8 (min.0-1-8) Max Horz 8=-41(LC 10) Max Uplift8=-58(LC 12),6=-56(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-8=-48/28,1-9=-42/0,2-9=-42/0,2-10=-612/129,3-10=-556/143,3-11=-541/140,4-11=-611/126,4-12=-66/0,5-12=-66/0, 5-6=-49/54 BOT CHORD 7-8=-167/601,6-7=-133/469 WEBS 2-8=-709/205,2-7=-148/100,3-7=0/282,4-7=-521101,4-6=-668/233 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 2-2-8,Interior(1)2-2-8 to 6-9-0,Exterior(2)6-9-0 to 9-9-0, Interior(1)12-0-15 to 13-0-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 58 lb uplift at joint 8 and 56 lb uplift at joint 6. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 'Job Truss I Truss Type Qty Ply The Catalin , A0029706 7468 738 Roof Special 1 1 , Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Pont 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Jul 0612:41:01 2015 Page 1 ID:2Ijojr0BnOLP6dvHge0718zG1wlq-bOHm2hEijtolLXUGpzYZIppOILgBv.;�,I,C?az_oPW 10-1-2 4-2-8 6-9-0 11-1-14 13-2-0 13- 4-2-8 2-6-8 4-4-14 2-0-2 0-5-8 4x5= Scale=1:24.7 6.00,12 3 ill 2x4 I 4x5= 1 T3 11 n Ti 2x4 II �-g 4 4x5= 5 i T4 • d� • . W1 N ell N NM .:USP-THD26 7 6 Nj 515#/-62# 8 3x8— 0-5-8(0-1-8) 10-1-2 515#/-53t�a1-2 6-9-0 , 13-2-0 13-7-8 • 6-9-0 6-5-0 0-5-6 Plate Offsets(X,Y)— 16:0-1-8,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) -0.04 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.43 Vert(TL) -0.12 7-8 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.29 i Horz(TL) 0.01 6 n/a n/a Weight:73 lb FT=20% BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=515/Mechanical,6=515/0-5-8 (min.0-1-8) Max Horz 8=-30(LC 10) Max Uplift8=-62(LC 8),6=-53(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-8=-124/69,1-9=-31/4,9-10=-31/4,2-10=-31/4,2-3=-565/146,3-11=-535/125,4-11=-594/112,4-12=-38/0,5-12=-38/0, 5-6=-36/21 BOT CHORD 7-8=-132/575,6-7=-140/534 WEBS 2-8=-638/182,2-7=-157/87,3-7=-8/306,4-7=-94/88,4-6=-666/194 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 6-9-0,Exterior(2)6-9-0 to 9-9-0, Interior(1)11-1-14 to 13-0-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 62 lb uplift at joint 8 and 53 lb uplift at joint 6. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job 'Truss Truss Type Qty Ply TheCateln A0029639 7468 FO6 FFloor 1 1 I Job Reference(optional) Building Component Supply.Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 I Tek Industries,Inc. Mon Jul 06 12:41:01 2015 Page 1 I D:2ljojrOBnOLP6dvHq e0718zGwiq-bOHm2hEijtoILXUGpzYZlpprYLhcvXFylxKC?az_oP W 0-1-8 1-3-0 I 1-7-8 i 0-1 Scale=1:28.8 4x6= 4x6 1.5x3= 1.5x3 II 1.5x3 I I 3x6 FP= 1.5x3= 1 2 3 4 1 5 8 7 8 9 10 21 4" am • ... .r •�� -IWA,I � � � -I/d�t 22 4 . rf 1 q 19 18 17 16 15 14 13 12 a 4x6= 3x8 MT20HS FP= 4x6= 0-3-8(0-1-8) 0-3-8(0-1-8) 1021#/0# 1021#/0# 10-1-2 10-1-2 6-7-8 7-5-4 8.3-0 I 17-4-8 6-7-8 0-9-12 0-9-12 9-1-8 Plate Offsets(X,Y)— [1:Edge,0-1-8],[2:0-1-12,Edge],[3:0-1-12,Edge],[9:0-1-12,Edge],[10:0-1-8,Edge],[13:0-1-12.Edge],[15:0-1-8,Edge],[16:0-1-8,Edge],[18:0-1-12,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud I PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.93 Vert(LL) -0.25 14-15 >807 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.98 Vert(TL) -0.45 14-15 >456 240 MT20HS 187/143 BCLL 0.0 Rep Stress Ina YES WB 0.64 Horz(TL) 0.07 11 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight:90 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat)'Except' end verticals. B2:2x4 SP No.1(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3(flat) 2-2-0 oc bracing:15-16,14-15. REACTIONS. (lb/size) 20=1021/0-3-8 (min.0-1-8),11=1021/0-3-8 (min.0-1-8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 20-21=-1015/0,1-21=-1014/0,11-22=-1013/0,10-22=-1012/0,1-2=-1044/0,2-3=-2512/0,3-4=-3531/0,4-5=-3531/0, 5-6=-3531/0,6-7=-3388/0,7-8=-2528/0,8-9=-2528/0,9-10=-1039/0 BOT CHORD 19-20=0/52,18-19=0/1935,17-18=0/3068,16-17=0/3068,15-16=0/3531,14-15=0/3604,13-14=0/3082,12-13=0/1932, 11-12=0/52 WEBS 1-19=0/1348,2-19=-1239/0,2-18=0/802,3-18=-774/0,3-16=0/815,4-16=-359/0,10-12=0/1341,9-12=-1242/0,9-13=0/829 ,7-13=-771/0,7-14=0/426,6-14=-316/0,6-15=-331/310,5-15=-145/113 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x4 MT20 unless otherwise indicated. 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job 'Truss Truss Type Qty Ply The Catelin A0029692 17468 1124 Roof Special Girder 1 ' 2 Job Reference(optional) Budding Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MTTek Industries,Inc. Mon Jul 0612:41:02 2015 Page 1 I D:2ljojrOBnOLP6dvHge0718zGwiq-3ag8G 1 FKUBwczh3SNh3oH9tN2uevv5_b4mX0z_oPV 20-7-0 17-3-0 8-8-0 13-6-0 17-3-0 4-6-3 4-1-13 4-10-0 3-9-0 4x5= Scale=1:33.1 3 Put 6.00 I 12 3x4 7x10= 2x4 2 4 5 I T3 , „ M lir i Ilfl 'III 61i ' III I II II r B21f C i„,-..4 13 14 9 15 16 8 17 18 19 USP-THOH26-2185/.&42# THD26 THD26 3x6 I I THD26 7x10= THD26 6x6 3x6 THD26 5x10 MT20HS= = 0-5-8(0-3-3) THD26 THD26 THD26 54484# 20-7-0 4-6-3 8-8-0 13-6-0 17-3-0 4-6-3 4-1-13 4-10-0 3-9-0 Plate Offsets(X,Y)— [1:0-0-0,0-2-1],[2:0-1-12,0-1-8],[3:0-2-8,0-1-8],[4:0-5-8,Edge],[7:0-4-8,0-1-8],[8:0-5-0,0-4-8],(9:0-4-0,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.12 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.92 Vert(TL) -0.29 7-8 >719 180 MT20HS 187/143 BCLL 0.0 • Rep Stress Incr NO WB 1.00 Horz(TL) 0.07 6 n/a n/a BCDL 10.0 Code FBC2010ITPI2007 (Matrix-M) Weight:206 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-3 oc purlins, except BOT CHORD 2x6 SP No.1 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=5444/0-5-8 (min.0-3-3),6=5185/Mechanical Max Horz 1=58(LC 7) Max Uplift1=-664(LC 8),6=-642(LC 8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-8680/1078,2-3=-6289/816,3-4=-6290/810,4-5=-139/21,5-6=-142/54 BOT CHORD 1-13=-976/7701,13-14=-976/7701,9-14=-976/7701,9-15=-976/7701,15-16=-976/7701,8-16=-976/7701,8-17=-943/7577, 17-18=-943/7577,18-19=-943/7577,7-19=-943/7577,7-20=-959/7743,6-20=-959/7743 WEBS 2-9=-219/2127,2-8=-2476/341,3-8=-628/5255,4-8=-2194/285,4-7=-250/2454,4-6=-8849/1095 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load noncurrent with any other live loads. 8)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)Refer to girder(s)for truss to truss connections. 10)Provide metal plate or equivalent at bearing(s)6 to support reaction shown. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 664 lb uplift at joint 1 and 642 lb uplift at joint 6. 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 13)Use USP THD26(With 16d nails into Girder&NASD nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-3-12 from the left end to 15-3-12 to connect truss(es)T08(1 ply 2x4 SP),T09(1 ply 2x4 SP),T10(1 ply 2x4 SP),T11 (1 ply 2x4 SP),T12(1 ply 2x4 SP),T13(1 ply 2x4 SP),T14(1 ply 2x4 SP),T15(1 ply 2x4 SP)to back face of bottom chord. 14)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard Continued on page 2 Job Truss Truss Type n i Qty Ply The Catel A0029692 :7468 T24 Roof Special Girder I 1 Z Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Jul 06 12:41:02 2015 Page 2 ID:2ljojrOBnOLP6dvHge0718zGwiq-3ag8G 1 FKUBwczh3SNh3oHOM7_I2uevv5_b4mX0z_oPV LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,3-4=-60,4-5=-60,6-10=-20 Concentrated Loads(lb) Vert:13=-1158(B)14=-1158(B)15=-1158(B)16=-1158(B)17=-1158(B)18=-1158(B)19=-1158(B)20=-1158(B) Job 'Truss Truss Type Qty "Ply lTheCatalin A0029693 7468 T25 Roof Special 1 1 I Job Reference(optional) Budding Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Jul 06 12:41:02 2015 Page 1 20-7-0 ID:2ljojrOBnOLP6dvHge0718zGwiq-3ag8G1FKUBwcih3SNh3oH0M7g16Ue4 mX0z_oPV 7-0-0 8-8-0 10-4-0 15.3.4 17-3-0 7-0-0 1-8-0 1-8-0 4-11-4 1-11-12 4x5= Scale=1:30.8 3 2x4\\ 111rwi 2x4 6.00 12 2 4 14 • 15 1 H 12 2x4 13 4x`>= 5 7 1 Z 0 � a 1 j d. / B1 I B2 Mt 9 USP-THD26 68 -n# 3x6 I I 5x8= 20-7-0 8-8-0 15-3-4 17-3-0 681f1Y 74M 8-8-0 I 6-7-4 1-11-12 Plate Offsets(X,Y)— [1:0-2-8,0-0-15 1,16:0-4-9,0-5-21,[9:0-4-0,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. I DEFL in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.10 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.25 8-9 >822 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.30 Horz(TL) 0.03 8 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:78 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-11 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3*Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W3:2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 _ Installation guide. 1 REACTIONS. (lb/size) 8=681/Mechanical,1=681/0-5-8 (min.0-1-8) Max Horz 1=64(LC 11) Max Uplift8=-77(LC 12),1=-74(LC 12) , FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-13=-972/188,13-14=-896/189,2-14=-819/206,2-3=-814/219,3-4=-797/210,4-15=-801/196,5-15=-905/182, 5-6=-1189/268,5-7=-98/280,6-8=-611/159,6-7=-68/32 BOT CHORD 1-9=-148/801,8-9=-136/774 WEBS 2-9=-359/186,3-9=-243/776,4-9=-306/181 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 8-8-0,Exterior(2)8-8-0 to 11-8-0, Interior(1)15-2-13 to 17-0-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 77 lb uplift at joint 8 and 74 lb uplift at joint 1. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 'TheCatelin 1 A0029694 7468 T26 i Common Girder 1 1 , Job Reference(optional) Building Component Supply.Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Jul 0612:41:03 2015 Page 1 20-7-0 ID:2ljojrOBnOLP6dvHge0716zGwiq-XmOWTNGyFU2TbreexOb1gEvEC9P t> 'DFpJ3Sz_oPU 4-6-3 8-8-0 12-9-13 17-3-0 I 4-6-3 4-1-13 4-1-13 4-5-3 4x5= Scale=1:32.9 3 6.00 12 2x4 2x4 2 4 to..1,440400444 1.4 1 .1�'r� N i MI 1 B11 II I I I I OM 13 14 15 16 8 17 18 j 6x6— JUS24 JUS24 JUS24 10x14 MT2OHS JUS24 THD26 5x8 0-5-8(0-2-TD26 JUS24 0-4-8(0-2-5) 244810/V2# 1970A3I3# 8-8-0 17-3-0 8-8-0 l 8-7-0 I Plate Offsets(X,Y)— [1:0-0-0,0-2-51,13:0-2-8,0-1-8],[6:0-7-0,0-5-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 I TC 0.73 Vert(LL) -0.16 6-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.40 6-9 >518 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.91 Horz(TL) 0.03 5 n/a n/a BCDL 10.0 Code FBC201 O/TP12007 (Matrix-M) Weight:90 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-12 oc purlins. BOT CHORD 2x6 SP SS BOT CHORD Rigid ceiling directly applied or 9-8-5 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Right:2x4 SP No.3 _Installation guide. REACTIONS. (lb/size) 1=2443/0-5-8 (min.0-2-14),5=1972/0-4-8 (min.0-2-5) Max Horz 1=71(LC 24) Max Uplift1=-382(LC 8),5=-313(LC 8) FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-3302/578,2-3=-2991/521,3-4=-2985/520,4-5=-3254/570 BOT CHORD 1-13=-480/2946,13-14=-480/2946,14-15=-480/2946,15-16=-480/2946,6-16=-480/2946,6-17=-469/2881, 17-18=-469/2881,5-18=-469/2881 WEBS 3-6=-382/2387,4-6=-318/122,2-6=-392/135 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 382 lb uplift at joint 1 and 313 lb uplift at joint 5. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 11-11-15 oc max.starting at 0-9-1 from the left end to 12-9-0 to connect truss(es)T28(1 ply 2x4 SP),T34(1 ply 2x4 SP)to front face of bottom chord. 9)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-9-1 from the left end to 10-9-0 to connect truss(es)T29(1 ply 2x4 SP),T30(1 ply 2x4 SP),T31(1 ply 2x4 SP),T32(1 ply 2x4 SP),T33(1 ply 2x4 SP)to front face of bottom chord. 10)Fill all nail holes where hanger is in contact with lumber. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,3-5=-60,7-10=-20 Concentrated Loads(Ib) Vert:6=-393(F)13=-398(F)14=-393(F)15=-393(F)16=-393(F)17=-393(F)18=-674(F) Job Truss Truss Type Qty Ply The Catelin 7468 1X12 Monopitch 3 1 , I Job Reference(optional) Budding Component Supply,Green Cove Springs,FL Run:7.620 a Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries.Inc. Mon Jul 06 12:41:03 2015 Page 1 15-9-10 ID:2ljojr0Bn0LP6dvHge0718zGwiq-XmOWrNGyFU2TbreexOb1gEvI49X2NaeFDFpJ3Sz_oPU 5-6-4 10-8-15 18-8-0 5-6-4 5-2-12 7-11-1 un 3.00;12 .,h Scale=1:46.8 o 2x4 II ••••••••904.... 5x6 c) 3x4 8 ' 5x8 i Ir. co WI 6 3x4 6.00 12 ., dd 7 2x4 I 15-9-10 __ 5-6-4 I 10-8-15 I 18-8-0 5-6-4 5-2-12 7-11-1 Plate Offsets(X,Y)— [2.0-3-0,0-3-0],[40-5-5,0-1-8],[5:0-3-0,0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.34 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.07 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:85 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=181/18-8-0 (min.0-1-10),4=209/18-8-0 (min.0-1-10),5=546/18-8-0 (min.0-1-10),6=430/18-8-0 (min.0-1-10) Max Horz 7=135(LC 8) Max Uplift4=-44(LC 8),5—115(LC 8),6=-111(LC 8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-7=-140/42,1-8=-54/23,2-8=-47/48,2-3=-51/50,3-9=-20/9,4-9=-2/40 BOT CHORD 6-7=-168/110,5-6=-97/69,4-5=-68/36 WEBS 3-5=-391/153,2-5=-26/43,2-6=-318/123,1-6=-45/77 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 17-2-11 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Bearing at joint(s)4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 44 lb uplift at joint 4,115 lb uplift at joint 5 and 111 lb uplift at joint 6. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)7,4,5,6. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 10)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Job Truss Truss Type Qty .Ply 1 The Catelin 7468 749 Half Hip 1 ; 1 I , 1 i 'Job Reference(optional) Buiderg Component Supply.Green Cove Springs.FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Jul 06 12'41:03 2015 Page 1 12-1-2 6$0 l 1 lD:02ljojr0Bn0LP6dvHge0718; wXmOWIMU2TbreexOb1gEvHb9XUNUxFDFpJ3Sz_oPU 6-8-0 6-4-8 5-3-8 3 4 - 8x14 • — kif✓ 4-_=..-3 Scale=1:56.6 6.00 W II 12 \ 2x4: 2 \ 11 .� \W6 i CI qQ -- \DC] vvs a WI O H L !S1 g 15 8 16 797--156# Id 10 9 7 65 0-5e2) 12-1-2 6-8-0 13-0-8 18-4-0 6-8-0 I 6-4-8 I 5-3-41SP JUS24 OR EQUAL Plate Offsets(X,Y)— [1:0-1-12,0-1-8],16:0-1-8,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.05 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.38 Vert(TL) -0.13 9-10 >999 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.50 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2014fTPI2007 (Matrix-M) Weight:176 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 3-6 Web Brace:Length(member) 7-10-8(2-7);8-9-0(4-6); MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10=717/0-5-8 (min.0-1-8),6=722/Mechanical Max Horz 10=178(LC 12) Max Uplift6=-156(LC 12) Max Gray 10=728(LC 17),6=797(LC 17) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-11=-548/30,2-11=-481/48,2-12=-388/39,3-12=-310/64,3-13=-0/4,13-14=-1/2,4-14=-3/2,1-10=-675/71 BOT CHORD 9-10=-215/107,9-15=-194/460,8-15=-194/460,7-8=-194/460,7-16=-95/280,6-16=-95/280,5-6=0/0 WEBS 2-9=-152/63,2-7=-286/161,3-7=-66/460,3-6=-683/232,1-9=0/511,4-6=-138/63 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 13-0-8,Exterior(2)13-0-8 to 17-3-7 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)All plates are 3x4 MT20 unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 156 lb uplift at joint 6. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply I The Catelin 7468 GABLE 2 1 , ' 'Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Jul 0612:41:04 2015 Page 1 15-3-14 ID:2ljojr0Bn0LP6dvHge0718zGwiq-?yyugjHa0oAKC_DrU56GMRRVGZuU61 sOSuZtbvz_oPT 4.4-13 8-6-2 12-8-10 19-7-8 4-4-13 4-1-5 ' 4-2-8 ' 6-10-14 Scale=1:41.4 fi' 34 5 3x4 3.00 12 5x6 3x4 5 c i n 4 OAP! ■ 3x4 a b . %��7. 8 7 rrr ^`^` c 3; ST1 . • _ li P 3x4 �, Alit II • ; irOP4J 10 5x6 d ' 3x4 If- .�� •. 12 N O �,' - . � � 13 14 3x4 i : 15 6.00 12 N 15-3-14 ei 1 17 13 8-6-2 I 12-8-10 1 19-7-8 4-4-13 4-1-5 4-2-8 6-10-14 Plate Offsets(X,Y)- [3:0-3-0,0-3-0],[6:0-5-5,0-1-J,19:0-3-0 0-3-01,125:0-1-11,0-1-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(TL) n/a - n/a 999 BCLL 0.0 - Rep Stress Incr YES WB 0.08 Horz(TL) -0.00 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:127 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 • MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 , be installed during truss erection,in accordance with Stabilizer i Installation guide. REACTIONS. (lb/size) 17=114/19-7-8 (min.0-1-11),8=287/19-7-8 (min.0-1-11),11=244/19-7-8 (min.0-1-11),14=300/19-7-8 (min.0-1-11),6=165/19-7-8 (min.0-1-11), 16=28/19-7-8 (min.0-1-11),15=31/19-7-8 (min.0-1-11),13=17/19-7-8 (min.0-1-11),12=38/19-7-8 (min.0-1-11),10=64/19-7-8 (min.0-1-11), 7=156/19-7-8 (min.0-1-11) Max Horz 17=143(LC 8) Max Uplift8=-133(LC 8),11=-114(LC 8),14=-129(LC 8),6=-38(LC 8) Max Grav17=114(LC 1),8=287(LC 1),11=244(LC 1),14=300(LC 1),6=165(LC 1),16=55(LC 3),15=62(LC 3),13=34(LC 3),12=75(LC 3),10=124(LC 3), 7=236(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-33=-46/17,2-33=-38/33,2-3=-57/24,3-4=-52/51,4-5=-48/49,5-34=-13/3,6-34=0/46 BOT CHORD 16-17=-165/82,15-16=-166/81,14-15=167/82,13-14=-106/52,12-13=-105/56,11-12=-107/54,10-11=-49/24,9-10=-59/7, 8-9=-51/25,7-8=-30/50,6-7=-56/21 WEBS 5-8=-337/137,1-17=-104/13,4-8=-4/19,4-11=-216/79,2-11=-35/51,2-14=-275/100,1-14=-27/67 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 18-2-3 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 1-4-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)-This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Bearing at joint(s)8,6,7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 133 lb uplift at joint 8,114 lb uplift at joint 11, 129 lb uplift at joint 14 and 38 lb uplift at joint 6. 10)Beveled plate or shim required to provide full bearing surface with truss chord atjoint(s)17,8,11,14,6,16,15,13,12,10,7. 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss .Truss Type Qty Ply The Cataln A0029647 7468 FT01 ROOF SPECIAL 1 1 , , Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Jul 06 12:41:04 2015 Page 1 10-1-2 ID:2ljojr0BnOLP6dvHge0718zGwiq-?yyugjNa0oAKC DrU56GMRRLMZie6gc9 ievz_oPT 4-0-0 6-9-0 10-2-14 13-1-8 16-4-4 19-10-8 4-0-0 2-9-0 3-5-14 2-10-10 3-2-12 3-6-4 Scale=1:35.0 5x6= 6.00 12 3 17 4x5= 4x5— 1 5x12= 3x4 II Ti 16 �� 5 '� T4 - 2x4 II 4x10= �� = 7 8 4 Ill 7°Q T5 n lril l N rar.. \■i ■� ''''CC 62 ' 128011/-136 SP-THD26 14 13 12 11 10 • 15 9 3 x 4 1 1 4x10= 3x5= 6x8= 3x4 11 55x12= 2x4 " 0-5-0(0-1-10) 1397#/-203# 10-1-2 10-1-2 4-0-0 6-9-0 10-2-14 13-1-8 16-4-4 19-10-8 4-0-0 2-9-0 I 3-5-14 i 2-10-10 I 3-2-12 3-6-4 Plate Offsets(X,Y)- [1:0-2-0,0-2-0],[2:0-2-4,0-2-0],[3:0-2-4,0-1-8],[4:0-7-0,0-3-0],[6:0-2-0,Edge],[10:0-2-12,0-2-12],[12:0-2-12,0-2-8],[14:0-3-12,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. 1 DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.96 Vert(LL) -0.36 11-12 >652 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.96 Vert(TL) -0.63 11-12 >373 180 BCLL 0.0 * Rep Stress Incr NO WB 0.92 Horz(TL) 0.07 9 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight:111 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except* TOP CHORD Structural wood sheathing directly applied or 2-2-1 oc purlins, except T5:2x4 SP No.1 end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-5-0 oc bracing. B2:2x4 SP SS MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3`Except* be installed during truss erection,in accordance with Stabilizer 1 W8,W4:2x4 SP No.2,W9:2x4 SP No.1 Installation guide. 1 REACTIONS. (lb/size) 15=1280/Mechanical,9=1397/0-5-0 (min.0-1-10) Max Horz 15=22(LC 12) Max Uplift15=-136(LC 12),9=-203(LC 9) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-15=-1247/226,1-16=-1672/272,2-16=-1672/272,2-3=-1997/357,3-17=-3972/699,4-17=-4024/686,4-18=-465/67, 5-18=-465/67,6-11=-59/24,5-6=-172/45,6-19=-3867/691,7-19=-3867/691,7-20=-3867/691,8-20=-3867/691, 8-9=-1321/253 BOT CHORD 14-15=-51/48,13-14=-303/1569,12-13=-303/1569,11-12=-1040/5748,10-11=-1110/6151,9-10=-28/152 WEBS 3-14=-45/401,3-12=-474/2854,6-10=-2391/438,7-10=-401/110,8-10=-694/3888,4-12=-953/202,6-12=-2432/453, 4-6=-3208/546,2-14=-1166/243,1-14=-315/1939 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.11; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 6-9-0,Exterior(2)6-9-0 to 9-9-0, Interior(1)10-2-14 to 19-8-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 136 lb uplift at joint 15 and 203 lb uplift at joint 9. 8)Load case(s)25,26 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)327 lb down and 73 lb up at 13-5-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard Except: 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Continued on page 2 Job Truss Truss Type Qty Ply The Catalin 7468 FT01 1ROOF SPECIAL 1 1 A0029647 1 Job Reference(optional) Building Component Supply,Green Cove Springs.FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 l8Tek Industries,Inc. Mon Jul 0612:41:04 2015 Page 2 I D:2ljojr0Bn0LP6dvHge0718zGwiq-?yyugjHa0oAKC_DrU56GMR RLMZie6gcOSuZtbvz_oPT LOAD CASE(S) Standard Except: Uniform Loads(plf) Vert 1-2=-100,2-3=-100,3-4=-100,4-5=-100,6-8=-100,9-15=-20 Concentrated Loads(Ib) Vert:19=-327 25)User defined:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-100(F),2-3=-100(F),3-4=-100(F),4-5=-100(F),6-8=-100(F),9-15=-10(F) Concentrated Loads(Ib) Vert:19=-300 26)User defined:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-100(F),2-3=-100(F),3-4=-100(F),4-5=-100(F),6-8=-100(F),9-15=-10(F) Concentrated Loads(Ib) Vert:19=-300 Job Truss Truss Type Qty Ply The Cataln ' i A0029648 7468 FT02 ROOF SPECIAL 1 1 i Job Reference(optional) Guiding Component Supply,Green Cove Springs,FL Run:7.620 sqpr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Jul 06 12:41:05 2015 Page 1 ID:2ljojr0Bn0LP6dvHge0718zGwp-T9WGu2HCn61Bg8o12pdWvf YRz2krHwY Lz_oPS 101-2 2-0-0 6-9-0 9-3-13 11-2-11 13-1-8 16-4-4 19-10-8 2-0-0 I 4-9-0 2-6-13 1-10-13 I 1-10-13 3-2-12 i 3-6-4 Scale=1:35.0 5x6= 6.00 12 3 1, _, 4x6= 4x10= 3x4 5 6 " 4x5= iiBl II ■ B2 I 12801N-1P-T�-[D26 15 14 13 12 11 x 7' 3x4= 2x4 4x10= 4x10= 4x6= 3x4 II 5x12= 13x4 0-5-0(0-1-10) 13978/-216# 10-1-2 10-1-2 2-0-0 9-3-13 11-2-11 13-1-8 16-4-4 19-10-8 2-0-0 l 7-3-14 i 1-10-13 ( 1-10-13 I 3-2-12 I 3$4 Plate Offsets(X,Y)- [1:0-2-0,0-2-0],[2:0-2-0,0-2-4],[3:0-2-12,0-2-0],[4:0-1-12,0-2-4],[5:0-3-0,0-2-0],[7:0-2-0,Edge],[11:0-2-12,0-2-12],[13:0-2-12,0-1-12],[14:0-4-12,0-1-8], [16:0-4-4,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.88 Vert(LL) -0.33 12-13 >717 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.97 Vert(TL) -0.58 12-13 >408 180 BCLL 0.0 * Rep Stress Incr NO WB 0.92 Horz(TL) 0.08 10 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight 112 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-3-11 oc purlins, except T5:2x4 SP No.1 end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-3-3 oc bracing. 82:2x4 SP SS MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3*Except* be installed during truss erection,in accordance with Stabilizer W9,W4:2x4 SP No.2,W10:2x4 SP No.1 Installation guide. REACTIONS. (Ib/size) 17=1280/Mechanical,10=1397/0-5-0 (min.0-1-10) Max Horz 17=80(LC 12) Max Uplift17=-130(LC 12),10=-216(LC 9) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-17=-1279/186,1-2=-1534/231,2-18=-1951/329,3-18=-1850/342,3-4=-3175/555,4-19=-2742/465,5-19=-2742/465, 5-20=-232/24,6-20=-232/24,7-12=-110/57,6-7=-101/26,7-21=-3867/719,8-21=-3867/719,8-22=-3867/719, 9-22=-3867/719,9-10=1323/262 BOT CHORD 16-17=113176,15-16=-347/1580,14-15=-347/1580,13-14=-549/2778,12-13=-1091/5817,11-12=-1160/6151, 10-11=-29/152 WEBS 1-16=-289/1931,2-16=-1172/246,3-16=-178/311,3-14=-323/2127,4-14=-1519/279,5-7=-3277/613,7-13=-3533/629, 7-11=-2391/461,8-11=-394/109,9-11=-722/3888,5-13=-363/1902,5-14=-162/95 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 2-0-0,Interior(1)2-0-0 to 6-9-0,Exterior(2)6-9-0 to 9-3-13, Interior(1)12-11-12 to 19-8-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 130 lb uplift at joint 17 and 216 lb uplift at joint 10. 8)Load case(s)25,26 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)327 lb down and 73 lb up at 13-5-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard Except: Continued on page 2 Job Truss Truss Type Qty Ply The Catalin A0029648' 7468 FT02 ROOF SPECIAL 1 1 Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industnes,Inc. Mon Jul 06 12:41:05 2015 Page 2 ID:2ljojrOBnOLP6dvHge0718zGwiq-T9WGu2HCn618g8o12pdVWf YRz2krtfivYgYIQ8Lz_oPS LOAD CASE(S) Standard Except: 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-100,2-3=-100,3-4=-100,4-6=100,7-9=-100,10-17=-20 Concentrated Loads(Ib) Vert:21=-327 25)User defined:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert 1-2=-100(F),2-3=-100(F),3-4=-100(F),4-6=-100(F),7-9=-100(F),10-17=-10(F) Concentrated Loads(Ib) Veil:21=-300 26)User defined:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-100(F),2-3=-100(F),3-4=-100(F),4-6=-100(F),7-9=-100(F),10-17=-10(F) Concentrated Loads(Ib) Vert:21=-300 Job Truss Truss Type Qty Ply The Catalin , A0029656 7468 FTGO1 ROOF SPECIAL GIRDER I , 2 Job Reference(optional) Building Component Supply.Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries.Inc. Mon Jul 06 12:41:05 2015 Pape 1 10-1-2 ID:21jojr0BnOLP6dvHge0718zGwiq-T9V4Gu2HCn6IBg8o12pdWvf Z8z2k T9YIQBLz_oPS 6-9-0 8-4-13 13-1-8 16-5-4 19-10-8 I i 6-9-0 1-7-13 ' 4-8-11 3-3-12 3-5-4 I Scale=1:35.4 4x5= 2 6.00',12 4x10= 3x4 I al 3 4 18 `° 19 20 8 9 17 2x4 I I 12x14 M18SHS= a W2\ W6 ix14 I 7 c�'S/ \ '; ' �T4 6 qq 4 1 \ T Y Bt [p I B2 13 12 11 10 9 K 2x4 ii 8 3x8= 4x6= 8x12= 0-4-0(0-1-8) 5x8= 0-5-0(0-2-4) 17768/-195# 3853#/-668# 10-1-2 10-1-2 4-3-13 8-4-13 13-1-8 16-5-4 19-10-8 4-3-13 I 4-1-0 4-8-11 3-3-12 I 3 3-5-4 Plate Offsets(X,Y)— [1:0-0-0,0-0-5],[2:0-2-8,0-1-4],[3:0-5.4,0-2-0],[7:Edge,0-3-0],[9_0-3-8,0-3-0],[10:0-3-8,Edge],[11:0-4-0,0-2-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.83 Vert(LL) -0.34 10-11 >687 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.97 Vert(TL) -0.61 10-11 >390 180 M18SHS 244/190 BCLL 0.0 * Rep Stress Incr NO WB 0.97 Horz(TL) 0.06 8 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight:244 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except* TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc purlins, except T4:2x4 SP SS end verticals. BOT CHORD 2x6 SP No.2'Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. B2:2x6 SP SS WEBS 2x4 SP No.3*Except* W6,W10:2x4 SP SS,W7:2x4 SP No.2 WEDGE Left 2x4 SP No.3 REACTIONS. (lb/size) 1=1778/0-4-0 (min.0-1-8),8=3853/0-5-0 (min.0-2-4) Max Horz 1=138(LC 12) Max Uplift1=-195(LC 9),8=-668(LC 9) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-17=-2973/513,17-18=-2816/517,2-18=-2808/530,2-3=-4444/866,3-19=-690/118,19-20=-690/118,4-20=-690/118, 5-10=-469/131,4-5=-318/83,5-21=-11105/2335,21-22=-11105/2335,6-22=-11105/2335,6-23=-11105/2335, 7-23=-11105/2335,7-8=-3303/707 BOT CHORD 1-13=-569/2512,12-13=-599/2617,11-12=-599/2617,10-11=-2221/10850,9-10=-2714/13099,8-9=-145/677 WEBS 2-13=-295/68,2-11=-582/3238,3-11=-890/169,3-5=-3530/702,5-11=-7025/1407,5-9=-2076/394,6-9=-3120/712, 7-9=-2281/10861 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.II; Exp B;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-9-0,Exterior(2)6-9-0 to 8-4-13, Interior(1)13-1-8 to 19-8-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 195 lb uplift at joint 1 and 668 lb uplift at joint 8. 10)Load case(s)25,26,27,28 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 o. runs russ ype •-y -1y 1The Catalin 7468 IFTGO1 ROOF SPECIAL GIRDER 1 A0029656 Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run.7 620 s Apr 30 2015 Print:7.620 s Apr 30 20151uiTek Industries.Inc. Mon Jul 0612:41:05 2015 Page 2 ID:2ljojrOBnOLP6dvHge0718zGwiq-T9VVGu2HCn61Bg8o12pdVVvf Z8z2krGCYgYIQ8Lz_oPS NOTES- 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)46 lb down and 10 lb up at 13-5-4,and 355 lb down and 79 lb up at 15-5-4,and 2443 lb down and 543 lb up at 16-6-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard Except: 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=100,2-3=-100,3-4=-100,5-21=-100,21-23=-224,7-23=-100,8-14=-20 Concentrated Loads(Ib) Vert:6=-2443 21=-46 22=-355 25)User defined:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert: 1-2=-100(F),2-3=-100(F),3-4=-100(F),5-21=-100(F),21-23=-214(F=-100),7-23=-100(F),8-14=-10(F) Concentrated Loads(lb) Vert:6=-2239 21=-42 22=-325 26)User defined:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-100(F),2-3=-100(F),3-4=-100(F),5-21=-100(F),21-23=-214(F=-100),7-23=-100(F),8-14=-10(F) Concentrated Loads(lb) Vert:6=-2239 21=-42 22=-325 27)User defined:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-100(F),2-3=-100(F),3-4=-100(F),5-21=-100(F),21-23=-214(F=-100),7-23=-100(F),8-14=-10(F) Concentrated Loads(lb) Vert:6=-2239 21=-42 22=-325 28)User defined:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-100(F),2-3=-100(F),3-4=-100(F),5-21=-100(F),21-23=-214(F=-100),7-23=-100(F),8-14=-10(F) Concentrated Loads(Ib) Vert:6=-2239 21=-42 22=-325 Job Truss Truss Type Qty ,Ply The Catalin ' r A00296691 7468 i T02 Hip Girder •1 1 Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Jul 06 12:41:06 2015 Page 1 20-7-0 5-11-0 9-11-8 ID:2ljojrOBn�vHge0718zGwiq-xL4f5OIgXPQ2SINDcW81SsXpWMQ_auohvC7kg�oPR 5-11-0 4-0-8 4-0-8 1 19-1 4-0-8 511-0-0 Scale=1:32.9 NAILED NAILED NAILED 4x5= NAI ED 3x4= NAI ED x5= 16 19 • 6.00 i 12 `j (1 VA n LED NAILE� �IAI 1520 1 1 W1 rq 1 V I i 5 r :di fl 11 n n t 21 22 8 23 24 7 6 25 26 E 5x6 I I NAILED NAILED 3x4— NAILED NAILED 3x8 MT20HS= 3x4 — NAILED NAILED NAILED 5x6 0-3-8(0.1-13) NAILED NAILED 0-3-8(0-1-13) 1523#/-665# 15231/-665# 20-7-0 20-7-0 5-11-0 9-11-8 14-0-0 19-11-0 5-11-0 l 4-0-8 I 4-0-8 5-11-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.21 6-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.43 6-8 >558 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.26 Horz(TL) 0.07 5 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix_M) I Weight:87 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-8 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-1-2 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3,Right:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 1=1523/0-3-8 (min.0-1-13),5=1523/0-3-8 (min.0-1-13) Max Horz 1=-49(LC 23) Max Uplift1=-665(LC 8),5=-665(LC 8) FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-15=-2433/1056,2-15=-2341/1064,2-16=-2135/993,16-17=-2135/993,3-17=-2135/993,3-18=-2135/993, 18-19=-2135/993,4-19=-2135/993,4-20=-2341/1064,5-20=-2432/1056 BOT CHORD 1-21=-893/2105,21-22=-893/2105,8-22=-893/2105,8-23=-1026/2418,23-24=-1026/2418,7-24=-1026/2418, 6-7=-1026/2418,6-25=-893/2105,25-26=-893/2105,5-26=-893/2105 WEBS 2-8=-322/695,4-6=-322/695,3-8=-431/173,3-6=-431/173 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;Enc.,GCpi=0.18;MWFRS(directional);porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 665 lb uplift at joint 1 and 665 lb uplift at joint 5. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-4=-60,4-5=-60,9-12=-20 Concentrated Loads(Ib) Vert:2=-95(F)4=-95(F)7=-59(F)8=-59(F)6=-59(F)3=-95(F)15=5(F)17=-95(F)18=-95(F)20=5(F)21=-186(F)22=-159(F) 23=-59(F)24=-59(F)25=-159(F)26=-186(F) Job Truss Truss Type Qty Ply The Cataln ' i A0029670 7468 T03 Hip 1 1 Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr.30 2015 MiTek Industies,Inc. Mon Jul 06 12:41:06 2015 Page 1 iq ID:2ljojr0Bn0LP6dvHge0718zGw -xL4f501gXPQ2SINDcW81SsXk6MV9ax gnz_oPR 20 7-0 7-11-0 12-0-0 19-11-0 7-11-0 I 4-1-0 7-11-0 Scale=1:33.1 4x10= 4x5= 2 3 T2 6.00,12 16 14 15 1 T 17 W1 \W1 4 r-7 MI 0 c B1 11J B1 o ►/ 7 6 5 ►� 3x4= 4x5=4x10 I 1 2x4 ',1 3x4= 4x5= 0-58(0.1-8) 4x10-5.8(0-1-8) 7iai-0# 7zai-0# 7-11-0 12-0-0 19-11-0 7-11-0 4-1-0 7-11-0 Plate Offsets(X,Y)— [1:0-3-5,Edge],[1:0-0-0,0-1-11],[2:0-7-0,0-2-0],[4:0-0-0,0-1-11],[4:0-3-5,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.09 7-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.27 7-10 >878 180 BCLL 0.0 * Rep Stress Incr YES WB 0.09 Horz(TL) 0.03 1 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:84 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3,Right:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 1=797/0-5-8 (min.0-1-8),4=797/0-5-8 (min.0-1-8) Max Horz 1=-66(LC 10) Max Uplift1=-88(LC 12),4=-88(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-14=-1159/245,14-15=-1076/248,2-15=-1057/267,2-3=-950/293,3-16=-1058/267,16-17=-1076/247,4-17=-1159/244 BOT CHORD 1-7=-156/945,6-7=-155/950,5-6=-155/950,4-5=-148/945 WEBS 2-7=0/236,2-5=-143/144,3-5=0/236 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-11-0,Exterior(2)7-11-0 to 12-0-0, Interior(1)16-2-15 to 19-11-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 88 lb uplift at joint 1 and 88 lb uplift at joint 4. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss 'Truss Type Qty 'Ply The Cataln r A0029671 7468 Too I Hip 1 1 Job Reference(optional) Buidng Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Jul 06 12:41:06 2015 Page 1 I D:2ljojrOBnOLP6dvHge0718zGwiq-xL4f501gXPQ2S I N DcW81SsXprMQVauGhvC2zgnnzTooPR 20.7.0 1440 i 7-0-0 9-11-0 9-11-8 12-11-0 19-9-8 7-0-0 2-11-0 0-0-8 2-11-0 8-10-8 0-0-8 3 Scale=1:32.8 l 2x4\\ 2x4!' 6.0011F 4 2 16 % • 17 cv W2 18 15 3x4 5 ` 8 1 B1 l j B2 d ►_A ►-4 11.;11 7 0 3x6 .1 5x8= 3x6 I 0-5-8(0-1-8) 0-4-0(0-1-8) 7977# 1 o-o-o 793f8# 9-11-0 941.8 19-9-8 9.11.0 a 9-9-8 40.8 Plate Offsets(X,Y)— [1:0-2-8,0-0-15],[6:0-3-5,0-1-5],[7:0-4-0,0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.14 7-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.39 7-14 >612 180 BCLL 0.0 • Rep Stress Incr YES WB 0.27 Horz(TL) 0.03 1 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:87 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-13 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 Installation guide. SLIDER Right 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 6=792/0-4-0 (min.0-1-8),1=792/0-5-8 (min.0-1-8) Max Harz 1=82(LC 11) Max Uplift6=-88(LC 12),1=-87(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-15=1181/240,15-16=-1104/243,2-16=-1029/258,2-3=-940/238,3-4=-936/238,4-17=-1021/256,17-18=-1090/242, 5-18=-1156/239,5-6-812/0 BOT CHORD 1-7=-164/988,6-7=-199/975 WEBS 2-7=-343/177,4-7=-326/173,3-7=-162/715 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-11-8,Exterior(2)9-11-8 to 14-2-7 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 88 lb uplift at joint 6 and 87 lb uplift at joint 1. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 1 .. RISS MSS ype 0 •y The Catalin r A0029672 7468 T05 ROOF SPECIAL 1 1 I Job Reference(optional) Buiding Component Supply,Green Cove Springs,FL Run:7.620$Apr 30 2015 Print 7.620 s AApprr 30 2015 MiTek Industries,Inc.Mon Jul 0612:41:07 2015 Page 1 20-7-0 ID:2ljojrOBnOLP6dvHge0718zGwiq-PXe1JkJT1jYv3SyPAEf 43_bmIHJLkApNgEz_oPQ 7-0-0 9-11-8 12-11-0 17-11-0 19-9-8 7-0-0 2-11-8 2-11-8 5-0-0 } 1-10-8 Scale=1:33.9 3 6.00i12 2x4 O 2x4,.%. 2 4 4. • 13 4x5= 2x4 I I 5 7 I 1 I 0-142- i ,I i `., o B1 I B2 o. 9 USP-THD2 -88# 3x6 I 5x8= 0-5-8(0-1-8) 783#/-85# 20 7-0 20-7-0 9-11-8 17-11-0 19-9-8 9-11-8 l 7-11-8 l 1-10-8 Plate Offsets(X,Y)— [1:0-2-8,0-0-15],[6:0-6-14,0-5-12],[9:0-4-0,0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.17 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.90 Vert(TL) -0.43 8-9 >551 180 BCLL 0.0 * Rep Stress Incr YES WB 0.26 Horz(TL) 0.04 8 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:89 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-3 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W3:2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 8=783/Mechanical,1=783/0-5-8 (min.0-1-8) Max Horz 1=75(LC 11) Max Uplift8=-88(LC 12),1=-85(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-13=-1162/221,2-13=-1085/239,2-3=-921/219,3-4=-909/207,4-5=-1097/227,5-6=-1446/326,5-7=-126/363, 6-8=-699/174,6-7=-57/29 BOT CHORD 1-9=-177/971,8-9=-162/928 WEBS 2-9=-342/163,3-9=-145/679,4-9=-285/158 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-11-8,Exterior(2)9-11-8 to 13-0-2, Interior(1)17-10-9 to 19-6-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 88 lb uplift at joint 8 and 85 lb uplift at joint 1. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply The Cataln A0029673 7468 T06 Roof Speaal 1 1 'Job Reference(optional) Buildng Component Supply,Green Cove Springs.FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Jul 0612:41:07 2015 Page 1 ID:2ljojr06n0LP6dvHge0718zGwiq-PXe1JkJTl jYv3SyPAEf_43zJmIcJIrff Ez_oPQ 20-7-0 7-0-0 9-11-8 15-11-0 19-9-8 7-0-0 2-11-8 5-11-8 3-10-8 Scale=1:34.0 3 litil 6.00 12 2x4 12 2 • • 4x5= 2 x 4 I I 4 5 W2 T3 ni 11 3 LJI Y N N N 1 no B1 j B2 - i 7 USP-THD26 786#/-91111 8 3x6 , 5x8= 3x4= 0-5-8(0-1-8) 786#I-83# 20 7-0 20-7-0 9-11-8 I 19-9-8 ' 9-11-8 9-10-0 Plate Offsets(X,Y)— [1:0-2-8,0-0-15],16:0-1-12,0-1-8],[7:0-4-0,0-3-0] LOADING(psf) SPACING- 2-0-0 l CSI. I DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 ' Vert(LL) -0.19 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.49 6-7 >482 180 BCLL 0.0 * Rep Stress Incr YES WB 0.46 Horz(TL) 0.04 6 n/a n/a BCDL 10.0 Code FBC2010ITPI2007 (Matrix-M) Weight:95 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=786/Mechanical,1=786/0-5-8 (min.0-1-8) Max Horz 1=68(LC 11) Max Uplift6=-91(LC 12),1=-83(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-11=-1167/215,2-11=-1089/233,2-3=-933/217,3-12=-876/187,4-12=-956/173,4-13=-66/0,5-13=-66/0,5-6=-96/48 BOT CHORD 1-7=-205/974,6-7=-233/1019 WEBS 2-7=-332/150,3-7=-62/559,4-7=-277/139,4-6=-1152/287 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-11-8,Exterior(2)9-11-8 to 12-11-8,Interior(1)15-11-0 to 19-7-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 91 lb uplift at joint 6 and 83 lb uplift at joint 1. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss I cuss type Uty Ply The Catalin 7468 TZO Roof Special 1 1 , 6uildng Component Supply,Green Cove S l Job Reference(optional)Pongs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Jul 06 12:41:07 2015 Page 1 20-7-° ID:2ljojr0Bn0LP6dvHge0718zGwiq-PXe1JkJTIjYv3Sy�P�Fff 430hmpLJKsg8snXCEz__oPQ 2-6-0 7-9-2 13-0.4 17-3-8 19.4-0 i 2-6-0 5-3-2 5-3-2 43-4 2-0-8 2 6.00;122x4 I Scale=1A5.6 1 11/ 2x4 i l I 4x5= 4x5-, i 4 K 2x4 \ N OS r ei ►1 11 14 15 10 9 8 3x4= 7 0-5-110-1=41) 3x8= 3x4= 0-5310=1-8) N '- 763 I 7-9-2 13-0-4 17-3-8 19-4-0 7-9-2 5-3-2 4-3-4 2-0-8 Plate Offsets(X,Y)— [2:0-2-4,0-1-8],[5:0-2-8,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.17 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.34 10-11 >680 180 BCLL 0.0 * Rep Stress Incr YES WB 0.38 Horz(TL) 0.02 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:138 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-2 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS T-Brace: 2x4 SP No.3-2-11 Fasten(2X) T and I braces to narrow edge of web with 10d(0.131"x3") nails,bin o.c.,with 3in minimum end distance. Brace must cover 90%of web length. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 11=762/0-5-8 (min.0-1-8),7=762/0-5-8 (min.0-1-8) Max Horz 11=-145(LC 12) Max Upliftl1=-122(LC 12),7=-46(LC 12) Max Grav11=797(LC 18),7=762(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-38/33,2-12=-689/182,3-12=-768/169,3-4=-748/82,4-13=-929/119,5-13=-929/119,5-6=-40/19,1-11=-69/38, 6-7=-51/30 BOT CHORD 11-14=0/203,14-15=0/203,10-15=0/203,9-10=-80/944,8-9=-80/944,7-8=-56/375 WEBS 2-10=-191/873,3-10=-361/182,4-10=-395/113,4-8=-359/73,2-11=-661/210,5-8=-27/724,5-7=-745/127 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 5-6-0,Interior(1)5-6-0 to 17-3-8,Exterior(2)17-3-8 to 19-2-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 122 lb uplift at joint 11 and 46 lb uplift at joint 7. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply The Cataln 7468 T21 :Root Special 1 1 I Job Reference(optional) 1 Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries.Inc. Mon Jul 0612:41:07 2015 Page 1 20-7-0 ID:2ljojOBnOLP6dvHge0718zGwiq-PXe1JkJTIjYv3 P9f 43?OmrgJl0g8snXCEz_°PO 2-6-0 6-9-2 11-0-4 15-3-8 19-4-0 ' 2-6-0 I 4-3-2 4-3-2 4-3-4 -- 4-0-8 6.00 12x4 t I °.i Scale=1:46.4 1 iP:/ 121tttttttuuutttt.tts a = 4x5 ii N 17 18 8 —• 11 7 10 9 0-5-- 1 8) 3x8= 3x4= 0-3--}/0''1-8) 7M-1)221f 3x4= 7fi20-7-0 6-9-2 . 11-0-4 15-3-8 19-4-0 I 6-9-2 4-3-2 4-3-4 4-0-8 Plate Offsets(X,Y)— [2:0-2-4,0-1-8],[5:0-2-8,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.12 7-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.56 Vert(TL) -0.31 7-9 >726 180 BCLL 0.0 * Rep Stress Ina YES WB 0.50 Horz(TL) 0.02 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:143 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS T-Brace: 2x4 SP No.3-2-11 Fasten(2X) T and I braces to narrow edge of web with 10d(0.131"x3") nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. , MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 11=762/0-5-8 (min.0-1-8),7=762/0-5-8 (min.0-1-8) Max Horz 11=-145(LC 12) Max Upliftll=-122(LC 12),7=-46(LC 12) Max Grav 11=782(LC 18),7=762(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-37/31,2-12=-585/174,3-12=-649/157,3-4=-635/91,4-13=-818/122,13-14=-818/122,5-14=-818/122,5-15=-48/52, 15-16=-56/43,6-16=-94/39,1-11=-70/42,6-7=-132/79 BOT CHORD 11-17=0/202,17-18=0/202,10-18=0/202,9-10=-45/824,8-9=-66/521,7-8=-66/521 WEBS 2-10=-194/805,3-10=-288/152,4-10=-435/116,4-9=-186/45,2-11=-661/207,5-9=0/438,5-7=-734/102 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 5-6-0,Interior(1)5-6-0 to 15-3-8,Exterior(2)15-3-8 to 18-3-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 122 lb uplift at joint 11 and 46 lb uplift at joint 7. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)Waming:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply The Cataln 7468 721A Roof Special Supported Gable 1 1 Job Reference(optional) Building Component Supply.Green Cove Springs.FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries.Inc. Mon Jul 06 12:41:08 2015 Page 1 20-743 2 fro 6 7-12 ID:2ljojrOBnOLP6dvHge0718zGwiq-tkCPW4K531hmhcXc jxADXHcA7AEJ2ox_MWX4kgz_oPP 19-4-0 2-6-0 4-1-12 12-8-4 5 6.00 122 r.. 7 Scale=1:57.7 I 921 11 4x5= 3t Ti 4x5=1 3111116 ! 13 vj 4x10 r 23 N 1 5 •- 3x4 1 v- N. M. i . :.....„...........................................,.. , - . 21' 20 19 3x4 v 3x4 3x4 i 18 17 16 3x4= 3x4 3x4= 3x8= 20-7-0 6-7-12 13-3-8 19-4-0 6-7-12 6-7-12 6-0-8 Plate Offsets(X,Y)- [3:0-4-12,0-2-0],[12:0-5-0,0-2-0],[13:0-0-13,0-2-4],[14:0-2-12,0-2-0],[15:0-1-0,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 1 Plate Grip DOL 1.25 TC 0.40 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.34 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.26 Horz(TL) 0.00 17 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight 157 lb FT=20% LUMBER- BRACING- - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS Web Brace:Length(member) 6-0-12(12-17); JOINTS 1 Brace at Jt(s):3,6,10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 20=220/19-4-0 (min.0-1-13),16=196/19-4-0 (min.0-1-13),17=550/19-4-0 (min.0-1-13),19=557/19-4-0 (min.0-1-13) Max Horz 20=-137(LC 12) Max Uplift20=-66(LC 12),17=-75(LC 12),19=-45(LC 12) Max Grav20=220(LC 1),16=200(LC 22),17=550(LC 1),19=557(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 3-20=-164/235,1-2=-26/37,2-5=-21/69,5-7=-23170,7-9=-46/54,9-21=-49/40,11-21=-72/35,11-13=-127/122,3-4=-38/90, 4-6=-38/90,6-8=-38/90,8-10=-38/90,10.12=-38/90,12-13=-55/147,13-22=-1/38,14-22=-1/38,14-23=-59/94, 15-23=73/19,15-16=-147/74 BOT CHORD 19-20=-61/239,18-19=-32/158,17-18=-32/158,16-17=-34/46 WEBS 5-6=-72/40,2-4=-47/59,7-8=-39/39,9-10=-19/30,11-12=-313/215,1-3=-64/72,15-17=-77/171,14-17=-359/255, 3-19=-106/38,12-19=-428/324,12-17=-62/0 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-1-12 to 5-6-0,Exterior(2)5-6-0 to 13-3-8,Comer(3)13-3-8 to 16-3-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 8)Gable studs spaced at 1-4-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 66 lb uplift at joint 20,75 lb uplift at joint 17 and 45 lb uplift at joint 19. 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply The Catain A0029642 7468 F09 Floor 2 1 I I Job Reference(optional) ' Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Jul 06 12:41:08 2015 Page 1 I D:2ljojr0Bn0LP6dvHge0718zGwiq-tkCPW4K531 hmhcXcjxADXHc5yA92gn_MWX4kgz_oPP 1-3-0 1-11.8 0.1,8 Scale=1:33.3 1.5x3 II 4x6= 5x6= 4x6= 3x6 FP= 1.5x3 II 1.5x3 I I 4x6= 1.5x3= 1 T1 2 3�4 5 B 7 8 T29 10 11 12' .' ."1140111 prell I r'1&1110199 24 o ; 41116\111ri -11 12tI$P-MSH422 22 21 20 19 18 17 16 15 14 4x6= 4x6= 3x12 M18SHS FP= 4x6= 4x6= 0-3-8(0-1-8) 1199#/0# 10-1-2 10-1-2 9-3-0 10-2-12,11-2-8 20-4-0 9-3-0 0-11-12'0-11-12{ 9-1-8 i Plate Offsets(X,Y)- [1:Edge,0-1-8],[12:0-1-8,Edge],[14:0-2-8,Edge],[18:0-1-8,Edge],[19:0-1-8,Edge],[22:0-2-4 Edge1123:Edge,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.73 Vert(LL) -0.34 18-19 >712 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.69 Vert(TL) -0.59 18-19 >407 240 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(TL) 0.10 13 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight:106 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat)`Except` TOP CHORD Structural wood sheathing directly applied or 5-3-6 oc purlins, except T2:2x4 SP No.1(flat) end verticals. BOT CHORD 2x4 SP SS(flat)'Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. B2:2x4 SP No.1(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 23=1205/Mechanical,13=1199/0-3-8 (min.0-1-8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-23=-1194/0,13-24=-1190/0,12-24=-1188/0,1-2=-1236/0,2-3=-3148/0,3-4=-3148/0,4-5=-3148/0,5-6=-4349/0, 6-7=-4963/0,7-8=-4963/0,8-9=-4963/0,9-10=-4303/0,10-11=-3100/0,11-12=-1239/0 BOT CHORD 22-23=0/0,21-22=0/2315,20-21=0/3887,19-20=0/4755,18-19=0/4963,17-18=0/4725,16-17=0/3831,15-16=0/3831, 14-15=0/2316,13-14=0/61 WEBS 1-22=0/1645,2-22=-1501/0,2-21=0/1131,3-21=-42/2,5-21=-1005/0,5-20=0/643,6-20=-565/0,6-19=-129/665, 7-19=303/22,12-14=0/1600,11-14=-1499/0,11-15=0/1090,10-15=1016/0,10-17=0/657,9-17=-587/0,9-18=-99/692, 8-18=-314/9 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x4 MT20 unless otherwise indicated. 4)Refer to girder(s)for truss to truss connections. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard r Job Truss Truss T - Qty Ply The Catalin I 7468 F10 Floor 5 1 A0029643 Buddng Component Supply,Green Cove Springs.FL Job Reference(optional) Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Jul(I6 12:41:08 2015 Page 1 ID:2ljojr08n0LP6dvHge0718zGwiq-tkCPW4K531hmhcXcycADXHC4LA8B2gx MWX4kgz oPP 0-1-8 8 I_. 1-3-0 i I 1-10-8 I O- le=1:34.2 3x4= 1.5x3 1.5x3= 1.5x3 II 3x4= 3x4= 3x4 i 3x4 I I 3x4= 3x6 FP= 1.5x3= 1 2 3 4 5 Ti 6 7 8 9 10 11 12 13 NM %\ ■ ee w Ott 26 I Ai I h&N /A h kAWNIM M A I 1 L'N I 1 FA . 411 r.441 1%1 r 23 22 21 20 19 18 17 16 15 , ►4 1 3x12 M18SHS FP= 3x4= 3x6= 3x6= 3x4= 03.8(0-1.8) 0-3-8(0-1-8) 1216#/0# 1216#/0# 10-1-2 9-4-8 10312 11-3-0 11-4-8 20-7-8 10-1-2 9-4-8 0-11-4 0-10-8 9-3-0 0-0-12 0-1-8 Plate Offsets(X,Y)- [1:Edge,0-1-8],[13:0-1-8,Edge],[14:Edge,0-1-8],[15:0-2-8,Edge],[23:0-2-8,Edge],[24:Edge,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.77 Vert(LL) -0.36 18-19 >683 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.73 Vert(TL) -0.63 18-19 >390 240 M18SHS 244/190 BCLL 0.0 Rep Stress Inc( YES WB 0.77 Horz(TL) 0.10 14 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight:111 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(flat)*Except* TOP CHORD Structural wood sheathing directly applied or 5-1-1 oc purlins, except T2:2x4 SP No.2(flat) end verticals. BOT CHORD 2x4 SP No.1(flat)*Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. B2:2x4 SP SS(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 24=1216/0-3-8 (min.0-1-8),14=1216/0-3-8 (min.0-1-8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 24-25=-1207/0,1-25=-1206/0,14-26=-1207/0,13-26=-1205/0,1-2=-1257/0,2-3=-3206/0,3-4=-3206/0,4-5=-4442/0, 5-6=-5108/0,6-7=-5108/0,7-8=-5108/0,8-9=-4442/0,9-10=-3205/0,10-11=-3205/0,11-12=-3205/0,12-13=-1257/0 BOT CHORD 23-24=0/62,22-23=0/2350,21-22=0/3962,20-21=0/3962,19-20=0/4867,18-19=0/5108,17-18=0/4867,16-17=0/3962, 15-16=0/2350,14-15=0/62 WEBS 1-23=0/1624,2-23=-1520/0,2-22=0/1163,3-22=-47/2,4-22=-1028/0,4-20=0/667,5-20=-592/0,5-19=-109/705, 6-19=-311/10,13-15=0/1624,12-15=-1521/0,12-16=0/1162,11-16=-46/2,9-16=-1029/0,9-17=0/667,8-17=-591/0, 8-18=-109/706,7-18=-311/9 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 4x6 MT20 unless otherwise indicated. 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply The Catslin A0029646 17468 FGE02 I GABLE 1 1 , 1 Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Jul 0612:41:09 2015 Page 1 I D:2ljojrOBnOLP6dvHge0718zGwiq-Mwmn kQKjq KpdJm6oHfhS3V8Qbalt JnJj7bAGeH6z_oPO 0-1-8 0.1-8 Scale=1:32.7 3x4= 3x6 FP= 1 2 3 T4 5 6 7 8 9 10 11 12 13 14 15 16 17 r 1 - 1 1 1 la 36 q 1 S1 ST1 S�1R1 STt ST1 S�1 S71 ST1 ST1 `� - �'1 q Y•i•••�'�'•••'•'v••••��••'�•�'�'!•�'��•�YY�'�•�YY'� ;-�'!•�Y'!'�V i !•! �'! vrvtY i P••Y Y••YV!'•YY•••�wv••%v!•v•••••Y•!•v•'•'!'%w•* - 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 3x4= 3x4= 3x6 FP= 3x4= 10.1-2 . 1-612 2-10-12 , 4-2-12 5-6-12 , 6-10-12 8-2-12 9-6-12 , 10-10-12 12-2-12 13-6-12 14-10-12 16-2-12 17-6-12 . 18-10-12 20-1-0 1-6-12 1-4-0 ' 1.4-0 1-4-0 ' 1-4-0 1-4-0 1-4-0 -4 10 ' 1-4-0 ' 1-4-0 1-4-0 ' 1-4-0 I 1-4-0 ' 1-4-0 ' 1-4-0 1-2-4 Plate Offsets(X,Y)- [33:0-1-8,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 18 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight:90 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. (lb/size) 34=65/20-1-0 (min.0-1-8),18=44/20-1-0 (min.0-1-8),33=186/20-1-0 (min.0-1-8),32=153/20-1-0 (min.0-1-8),31=162/20-1-0 (min.0-1-8), 30=160/20-1-0 (min.0-1-8),29=160/20-1-0 (min.0-1-8),28=160/20-1-0 (min.0-1-8),27=160/20-1-0 (min.0-1-8),26=160/20-1-0 (min.0-1-8), 24=160/20-1-0 (min.0-1-8),23=160/20-1-0 (min.0-1-8),22=160/20-1-0 (min.0-1-8),21=160/20-1-0 (min.0-1-8),20=162/20-1-0 (min.0-1-8), 19=156/20-1-0 (min.0-1-8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 34-35=-54/0,1-35=-54/0,18-36=-37/0,17-36=-36/0,1-2=-2/0,2-3=-2/0,3-4=-2/0,4-5=-2/0,5-6=-2/0,6-7=-2/0,7-8=-2/0, 8-9=-2/0,9-10=-2/0,10-11=-2/0,11-12=-2/0,12-13=-2/0,13-14=-2/0,14-15=-2/0,15-16=-2/0,16-17=-2/0 BOT CHORD 33-34=0/3,32-33=0/2,31-32=0/2,30-31=0/2,29-30=0/2,28-29=0/2,27-28=0/2,26-27=0/2,25-26=0/2,24-25=0/2, 23-24=0/2,22-23=0/2,21-22=0/2,20-21=0/2,19-20=0/2,18-19=0/2 WEBS 2-33=-154/0,3-32=-128/0,4-31=-135/0,5-30=-133/0,6-29=-133/0,8-28=-133/0,9-27=-133/0,10-26=-133/0,11-24=-133/0, 12-23=-133/0,13-22=-133/0,14-21=-133/0,15-20=-135/0,16-19=-129/0,1-33=-1/0 NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 'Job Truss I cuss Type Uty Ply The Catalm '7468 FT03 ROOF SPECIAL 1 1 A0029649 Job Reference(optional) Buiding Component Supply,Green Cove Springs,FL I Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Jul 06 12:41:09 2015 Page 1 10-1-2 ID:2ljojrOBnOLP6dvHge0718zGwiq-MwmnkOKjgKpdJm6ohlft1S3VBCfaROn4o71j� I6z—oPO 6-10-8 7-7-5 12-1-2 16-7-0 18-1-12 20-0-0 6-10-8 0-8-11 4-5-14 4-5-14 1-6-12 1-10-4 ' Scale=1:34.2 4x6= 2 4x5= 4x10= 3x4 II 6.00 12r 3 4 19 20 5 18 17 2x4 II 6x6= 04 7 10— 7 8 13 12 11 10 •�' 5x6 II 5x12= 4x6= 2x4 11 7x10= 93x4= 05-8(0-1-9) 0-5-0(0-2-5) 10-1-2 10-1-2 1330#/-125# 6-10-8 7-75. 12-1-2 16-7-0 18-1-12 , 204-%"/"7341#- $ 6-10-8 0-8-13 4-5-14 4-5-14 1-6-12 ' 1-10-4 Plate Offsets(X,Y)— [1:0-2-12,0-0-11],[6:0-4-0,0-3-8],[8:0-3-0,0-2-4],[9:Edge,0-1-8],[10:0-5-0,0-3.4],[13:0-3-8,0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud l PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.99 Vert(LL) -0.21 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.92 Vert(TL) -0.37 11-12 >645 180 BCLL 0.0 " Rep Stress Incr NO WB 0.99 Horz(TL) 0.09 9 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:111 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. T1:2x4 SP No.1,T4:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-5-2 oc bracing. BOT CHORD 2x4 SP No.2*Except* WEBS T-Brace: 2x4 SP No.3-4-6,6-12 B2:2x4 SP SS Fasten(2X) T and I braces to narrow edge of web with 10d(0.131"x3") WEBS 2x4 SP No.3`Except nails,6in o.c.,with 3in minimum end distance. W6:2x4 SP No.1,W7:2x4 SP No.2 Brace must cover 90%of web length. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 9=1984/0-5-0 (min.0-2-5),1=1330/0-5-8 (min.0-1-9) Max Horz 1=172(LC 12) Max Uplift9=-341(LC 9),1=-125(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-17=-2096/316,17-18=-1952/320,2-18=-1950/333,2-3=-2282/388,3-4=-2025/361,4-19=-210/27,19-20=-210/27, 5-20=-210/27,6-11=-95/72,5-6=-191/55,6-21=-3232/666,7-21=-3232/666,7-8=-3232/666,8-9=-1895/396 BOT CHORD 1-13=-430/1746,12-13=-486/2242,11-12=-1043/5256,10-11=-1099/5417,9-10=-35/171 WEBS 4-6=-2327/442,6-12=-3087/570,6-10=-2505/496,4-12=-113/807,3-13=-1073/179,4-13=-462/99,2-13=-210/1509, 7-10=-460/122,8-10=-724/3510 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-10-8,Exterior(2)6-10-8 to 7-7-5, Interior(1)16-5-4 to 19-10-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 341 lb uplift at joint 9 and 125 lb uplift at joint 1. 7)Load case(s)25 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)932 lb down and 207 lb up at 16-10-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 10)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard Except: Continued on page 2 Job Truss Truss Type Qty Ply The Catale A0029649 7468 FT03 ROOF SPECIAL i 1 1 • Building Component Supply,Green Cove Springs,FL Run:7.620 s Job Reference 0optional) Apr 30 2015 Print 7.620 5 Apr 30 201 S Mi7ek Industries,Inc. Mon Jul 08 12:41:09 2015 Page 2 ID:2ljojr96nOLP6dvHge0718zGwp-MwrinkOKjgKpdJm6oHMS3V8CfaROn4o7bAGeH6z oPO LOAD CASE(S) Standard Except: 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plt) Veil:1-2=-100,2-3=-100,3-5=-100,6-8=-100,9-14=-20 Concentrated Loads(lb) Vert:21=-932 25)User defined:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:1-2=-100(F),2-3=-100(F),3-5=-100(F),6-8=-100(F),9-14=-10(F) Concentrated Loads(lb) Veil:21=-854 I Job Truss Truss Type Qty Ply The Catelin 7466 T50A iPiggyback Base 1 1 ' +d� Component Job Reference(optional) Budding ponent Supply.Green Cove Springs.FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Jul 06 12:41:09 2015 Page 1 12-1-2 ID:2ljojrOBnOLP6dvHge0718zGwiq-MwmnkQKjgKpgJpt¢oHfhS3V8FYaYgn6S7bAGeH6z_oPO 7-2-8 14-1-9 20-7-5 7-2-8 6-11-0 4 6-5-12 5 ii■e. Scale=1:56.8 6.00 Fir n 13 3 u I. 12 aQ 5x6=2 ♦ 9 t n u g p li O y ■■ — y 900#1-159#d 11 10 16 9 8 17 76 ST1.5x8 STP= 3x8= 2x4 0-7-0(0-1-8) 8.11'7# 12-1-2 0 as 7-2-8 I 14-1-9 7_5 USP THD26 OR EQUAL 0 ds 7-2-2 6-11-0 6.5-12 Plate Offsets(X,Y)– (1:0-2-15,0-1-14],(7:0-2-8,0-1-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.07 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.46 Vert(TL) -0.16 10-11 >999 180 BCLL 0.0 • Rep Stress Ina YES WB 0.88 Horz(TL) 0.01 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:191 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS Web Brace:Length(member)7-9-2(3-8);8-5-6(4-8);8-5-6(5-7); MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 11=808/0-7-0 (min.0-1-8),7=813/Mechanical Max Horz 11=202(LC 12) Max Uplift/1=-17(LC 12),7=-159(LC 12) Max Grav11=809(LC 17),7=900(LC 17) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-387/59,2-12=-705/48,3-12=-657/66,3-13=-488/48,4-13=-400/76,4-14=-363/116,14-15=-363/116,5-15=-363/116, 1-11=-748/95 BOT CHORD 10-11=-249/145,10-16=-232/617,9-16=-232/617,8-9=-232/617,8-17=0/0,7-17=0/0,6-7=0/0 WEBS 3-10=-133/91,3-8=-360/164,4-8=-221/160,5-8=-236/739,2-10=0/598,5-7=-781/280 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 14-1-9,Exterior(2)14-1-9 to 18-4-7 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 3x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 17 lb uplift at joint 11 and 159 lb uplift at joint 7. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply The Cataln i A0029640 7468 F07 Floor :2 1 i Job Reference(optional) Budding Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 PnM:7.620 s Apr 30 2015 R Tek Industries.Inc. Mon Jul 0612:41:10 2015 Page 1 ID:21joj0Bn0LP6dvHge0718zGwi¢g6J9xmLLbexTwvg_rMDhdhPQ_mJVVbfHggOBpYz_oPN 0-1-8 1-3-0 11-1-4 1-7-8 0-1-8 Sole=1:35.6 1.5x3= 4x6= 1.5x3= 1.5x3 I I 1.5x3 I 6x8= 3x6= 4x6= 1.5x3 II 1.5x3 II 3x6 FP= 1.5x3= 1 2 3 4 5 Ti 6 7 8 9 10 11 T� 12 13 -2;7:Wilt-�- --\,_-Aid Y ■ 26 25 24 oi 22 21 20 19 18 17 16 15 ►� 1.5x3 II 4x6= 3x6 FP= 4x6= 4x6= 0-3-8(0-1-8) 0-3-8(0-1-8) 1570#/0# 1002#/0# 2-8-12 10-1-2 10-1-2 1-7-8 2-2-2 2-10.64.1-4 42-12 10-8-12 11-6-812-4-0 21-5-12 ' 1-7-8 0-6-10 0-1-10 0-1-8 6-6-0 0-9-12 0-9-12 9-1-8 0-6-10 1-2-14 Plate Offsets(X,Y)- [4:0-2-4,Edge],[12:0-1-12,Edge],[13:0-1-8,Edge],[16:0-1-12,Edge],[18:0-1-8,Edge],[19:0-1-8,Edge],[20:0-1-8,Edge],[24:0-1-8,Edge],[25:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.86 Vert(LL) -0.19 17-18 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.94 Vert(TL) -0.34 17-18 >604 240 BCLL 0.0 Rep Stress Ina YES WB 0.70 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight:113 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat)*Except' TOP CHORD Structural wood sheathing directly applied or 5-3-13 oc purlins, except Ti:2x4 SP No.1(flat) end verticals. BOT CHORD 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 14=964/0-3-8 (min.0-1-8),23=1570/0-3-8 (min.0-1-8) Max Horz 14=-2249(LC 4),23=2249(LC 4) Max Gray 14=1002(LC 4),23=1570(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 26-27=0/64,27-28=0/64,1-28=0/64,14-29=-995/0,13-29=-994/0,1-2=0/203,2-3=0/203,3-4=0/203,4-5=-807/382, 5-6=-2305/0,6-7=-3380/0,7-8=-3380/0,8-9=-3380/0,9-10=-3293/0,10-11=-3293/0,11-12=-2471/0,12-13=-1020/0 BOT CHORD 25-26=0/0,24-25=-203/0,23-24=-814/0,22-23=-2761/0,21-22=-941/0,20-21=-941/0,19-20=0/696,18-19=0/1131, 17-18=0/1274,16-17=0/963,15-16=-461/131,14-15=-2198/0 WEBS 4-23=-1607/0,1-25=-270/0,2-25=0/40,4-24=0/803,3-24=-321/0,4-22=0/1460,5-22=-1301/0,5-20=0/882,6-20=-866/0, 6-19=0/961,7-19=-448/0,13-15=0/1317,12-15=-1217/0,12-16=0/801,11-16=-741/0,11-17=0/402,9-17=-285/14, 9-18=-480/262,8-18=-126/205 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Non Standard bearing condition. Review required. 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type IQty Ply 'The Cate lin A0029641 I1 7468 F08 Floor i 1 1 Job Reference(optional) ■I Building Component Supply,Green Cove Springs.FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries.Inc. Mon Jul 06 12:41:10 2015 Page 1 ID:2ljojrOBnOLP6dvHge0718zGwiq-g6J9xmLLbexTwvg_rMDhci iP3_oFWbrHgg0BpYz_oPN 0-1-8 1-3-0 1-6-9 0 1-3-11 0-1-8 H I I F-- I I Scale=1:35.6 1.5x3= 4x8= 1.5x3= 1.5x3 I I 3 x 6= 4 x 6= 1.5x3 I I 1.5x3 I I 3x6 FP= 4x6= 1.5x3= 1 2 3 4 5 t 6 7 8 9 111 M 12 13 22:1MIAMr/AWAL.1....ALV,ARIIMWAlli 28 3 tr e /4 25 24 :x 22 21 20 19 18 17 18 15 1.5x3 I 3x6= 3x6= 4x6= 3x6 FP= 4x6= 4x6= 0-7-12(0-1-8) 0-3-8(0-1-8) 1 1469#/0# 083#/0# 10-1-2 1-7-8 .2-3-52-1113 il 10-9-11 11.6.1512-4-4F 215.12 1-7-8 0-7-13 0-1-8 7-9.0 0-9-4 0 9 4 9-1-8 0-7-13 Plate Offsets(X,Y)- [13:0-1-8,Edge],[18:0-1-8,Edge],[19:0-1-8,Edge] LOADING(pst) SPACING- 2-0-0 CSI. I DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.88 Vert(LL) -0.20 17-18 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.82 Vert(TL) -0.35 17-18 >627 240 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight:114 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 14=1065/0-3-8 (min.0-1-8),23=1469/0-7-12 (min.0-1-8) Max Horz 14=-2713(LC 4),23=2713(LC 4) Max Grav14=1083(LC 4),23=1469(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 25-26=0/14,26-27=0/14,1-27=0/14,14-28=-1075/0,13-28=-1074/0,1-2=0/77,2-3=0/77,3-4=0/387,4-5=-1910/0, 5-6=-3223/0,6-7=-4036/0,7-8=-4036/0,8-9=-4036/0,9-10=-3708/0,10-11=-3708/0,11-12=-2731/0,12-13=-1111/0 BOT CHORD 24-25=0/0,23-24=-387/0,22-23=-1772/0,21-22=-463/327,20-21=-463/327,19-20=0/991,18-19=0/1323,17-18=0/1308, 16-17=0/865,15-16=-738/0,14-15=-2658/0 WEBS 1-24=-103/0,2-24=-164/0,3-24=0/400,4-23=-1579/0,4-22=0/1212,5-22=-1133/0,5-20=0/742,6-20=-698/0,6-19=0/760, 7-19=-343/0,13-15=0/1435,12-15=-1334/0,12-16=0/919,11-16=-853/0,11-17=0/506,9-17=-406/0,9-18=-299/426, 8-18=-196/112,3-23=-373/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Non Standard bearing condition. Review required. 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply The Catslin 7468 T50B Piggyback Base 1 1 Job Reference(optional) Building Component Supply.Green Cove Springs,FL Run:7. .620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Jul 0612:41:112015 Page 1 12-1-2 ID:21jojA BnOLP6dvHge0718zGwiq-IJtY96h�MIc�KY3FBP4kw9wEczNBAFzkQ3UIkL?z_oPM 8-0-10 15.9`13 22-3-9 8-0-10 } 7-9-2 } 6-5-12 6.00 iir 4x5= Scale=1:62.7 5 15 16 6 /��K�1 7 u __ 14 4 u . 3 o m .� 6x6=2 13 '� II 1 1 T R 12 11 10 17 9 18 '-165f 6 87 ST1.5x8 STP= 3x8= 2x4 0-7-0(0-1-8) 12-1-2 8B113:•26# 0-0 6 8-0-10 15-9-13 22-3-9USP THD26 OR EQUAL O A s 8 0 4 I 7-9 2 I 6-5-12 Plate Offsets(X,Y)— [2:0-2-15,0-2-21,[8:0-2-8,0-1-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.09 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.24 11-12 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.96 Horz(TL) 0.01 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight 196 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-3 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3*Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W1:2x4 SP No.2 WEBS Web Brace:Length(member) 8-1-0(3-9);8-5-6(5-9);8-5-6(6-8); OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 12=875/0-7-0 (min.0-1-8),8=881/Mechanical Max Horz 12=226(LC 12) Max Upliftl2=-26(LC 12),8=-165(LC 12) Max Grav12=875(LC 1),8=967(LC 17) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-455/79,2-13=-906/55,3-13=-832/77,3-4=-543/44,4-14=-464/56,5-14=-444/75,5-15=-403/121,15-16=-403/121, 6-16=-403/121,1-12=-806/110 BOT CHORD 11-12=-289/190,10-11=-261/776,10-17=-261/776,9-17=-261/776,9-18=0/0,8-18=0/0,7-8=0/0 WEBS 3-11=-68/162,3-9=-489/182,5-9=-224/171,6-9=-247/821,2-11=0/679,6-8=-849/287 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.1-12 to 3-1-12,Interior(1)3-1-12 to 15-9-13,Exterior(2)15-9-13 to 20-0-11 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 3x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 26 lb uplift at joint 12 and 165 lb uplift at joint 8. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply I The Catahn 1 1 t 7468 T62 GABLE , Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MTek Industries,Inc. Mon Jul 061241:11 2015 Page 1 1212 ID:2ljojrOBnOLP6dvHge0718zGwiq-IJtY96MzMy3KY3FBP4kw9wEjJN9 F11l�Q3UIkL?z_oPM 5-2-11 8-8-0 13-1-8 17-7-0 18-3-0 22-7-8 5-2-11 3-5-5 4-5-8 4-5-8 0-8-0 4-4-8 4x5= Scale=1:42.7 2x4 I 6 2x4 I 4x5= 4x5= _ 2x4 1, , , 4x5=4x5= 24 Y 3 S4 4x5= 1 x 25 2x4 11 3 5-�T2 in 9 10 8; �3 u 6.00 12 4 / 7 ;-E H 2x4�� d ,7 2 1,/; 22 We r- - 1 '- 1 1 li' .YG 1Q�g 14 13 12 11 3x8 I 3x8= 3x4= 3x8= 3x4= 0-31802-0) 0501128) 999#/1-1(14* 8-8-0 17-7-0 18-3-0 22-7-8 R99C1-135#I 8-8-0 8-11-0 0-8-0 4-4-8 Plate Offsets(X,Y)— [1:0-3-8,Edge],[4:0-4-3,0-2-4],[7:0-0-13,0-2-4] I LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) -0.10 12-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.29 12-14 >944 180 BCLL 0.0 ' Rep Stress Inc/ YES WB 0.74 Horz(TL) 0.05 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:146 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-13 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):5 WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. J REACTIONS. (Ib/size) 11=899/0-5-8 (min.0-1-8),1=899/0-3-8 (min.0-1-8) Max Horz 1=116(LC 12) Max Uplift1l=-135(LC 12),1=-104(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-22=1462/292,2-22=-1396/302,2-3=-1239/266,3-4=-1069/256,4-5=-817/152,5-7=-535/91,7-8=-787/183,8-9=-863/193 ,9-23=-11/4,10-23=-11/4,10-11=-124/59,4-24=-316/145,6-24=-282/159,6-25=-282/159,7-25=-317/145 BOT CHORD 1-14=327/1249,13-14=-229/961,12-13=-229/961,11-12=-168/738 WEBS 3-14=0/309,5-14=-24/227,5-12=-292/83,8-12=0/192,9-12=-50/250,2-14=-246/119,9-11=-1038/235 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 13-1-8,Exterior(2)8-8-0 to 16-1-8, Interior(1)16-1-8 to 22-5-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)Provide adequate drainage to prevent water ponding. 5)Gable studs spaced at 1-4-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 135 lb uplift at joint 11 and 104 lb uplift at joint 1. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 'Job Truss 'Truss Type Qty Ply 'The Catahn , I 7468 761 ROOF SPECIAL GIRDER 1 1 , Job Reference(optional) Buiding Component Suppty.Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Jul 0612:41:12 2015 Page 1 12 1 2 ID:2ljojrOBnOLP6dvHge0718zGwiq-mVRwMSNb7FBBADgNynF9h7mIgnRs8VIuRz_oPL 6-8-0 13-1.8 19-7-0 20-3-0 24-5-0 680 6-5-8 6-5-8 0-8-0 4-2-0 Scale=1:42.6 NAILED 4x10= NAILED NAILED NAILED NAILED 2x4 I NAILED NAILED 4x10=NAILED 2 20 3 4 S�x5= NAiED 2x4 6.00 12 1 - 1 r MO III III n� B '' on � 1 24 .6.\4'I I\.,1 N'NAILE� 1 II III I 12 !1 I W' eF 1 >t n� n� I CM n n - 25 26 27 11 28 29 10 9 30 31 32 8 33 34 7 6x6= Special NAILED 2x4 I NAILED NAILED 3x8 MT2OHS= NAILED NAILED NAILED 3x4= NAILED ST1.5x8 STP= 0-3-8(0-2-3) NAILED NAILED 4x10= NAILED 0-y44)--2-2) 1854#/-340# 1822#/-338# 12-1-2 12-1-2 6-8-0 13-1-8 19-7-0 20-3-0 24-4-10 2475-0 6-8-0 6-5-8 6-5-8 0-8-0 4-1-10 0-6.6 Plate Offsets(X,Y)— [2:0-7-0,0-2-0],[4:0-7-0,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.14 11-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 1.00 Vert(TL) -0.34 8-9 >845 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Ina NO WB 0.60 Horz(TL) 0.11 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:127 lb FT=20% LUMBER- J BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. T2:2x4 SP SS BOT CHORD Rigid ceiling directly applied or 8-4-7 oc bracing. BOT CHORD 2x4 SP No.2*Except* WEBS T-Brace: 2x4 SP No.3-5-7 B1:2x4 SP No.1 Fasten(2X) T and I braces to narrow edge of web with 10d(0.131"x3") WEBS 2x4 SP No.3 nails,6in o.c.,with 3in minimum end distance. OTHERS 2x4 SP No.3 Brace must cover 90%of web length. WEDGE —MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=1822/0-7-0 (min.0-2-2),1=1854/0-3-8 (min.0-2-3) Max Horz 1=87(LC 8) Max Uplift7=-338(LC 5),1=-340(LC 8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-15=-3021/495,15-16=-2920/498,2-16=-2869/506,2-17=-3299/545,17-18=-3299/545,18-19=-3299/545, 19-20=-3299/545,3-20=-3299/545,3-21=-3299/545,21-22=-3299/545,22-23=-3299/545,4-23=-3299/545,4-5=-2217/369, 5-24=-31/9,6-24=-31/9,6-7=-124/54 BOT CHORD 1-25=-477/2624,25-26=-477/2624,26-27=-477/2624,11-27=-477/2624,11-28=-478/2645,28-29=-478/2645, 10-29=-478/2645,9-10=-478/2645,9-30=-363/2062,30-31=-363/2062,31-32=-363/2062,8-32=-363/2062, 8-33=-340/1949,33-34=-340/1949,7-34=-34011949 WEBS 2-11=-17/559,2-9=-111/815,3-9=-797/311,4-94-229/1437,4-8=-218/129,5-8=-118/714,5-7=-2484/428 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 338 lb uplift at joint 7 and 340 lb uplift at joint 1. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)190 lb down and 105 lb up at 2-1-1 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 11)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard Continued on page 2 Job Truss Truss Type Qty Ply The Catalm j ' 7468 T61 ROOF SPECIAL GIRDER 1 1 Job Reference(optional) Building Component Supply,Green Cove Spdogs.FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MTek Industries,Inc. Mon Jul 0612:41:12 2015 Page 2 ID:2ljojr0Bn0LP6dvHge071 BzGwiq-mVRwMSNb7FBBADgNynF9117mIgnRs_WhZH8VIuRz_oPL LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-4=-60,4-5=-60,5-6=-60,7-12=-20 Concentrated Loads(lb) Vert:5=42(F)10=-58(F)15=-17(F)16=42(F)17=-96(F)18=-96(F)19=-96(F)21=-96(F)22=-96(F)23=-96(F)24=3(F)25=-190(F)26=-137(F)27=-196(F)28=-58(F) 29=-56(F)30=-58(F)31=-58(F)32=-58(F)33=-196(F)34=-157(F) Job Truss Truss Type Qty Ply 1 The Catalan ' A00296501 17468 FT04 FLOOR 114 1 Job Reference(optional) 1 Building Component Supply,Green Cove Springs.FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Jul 0612:41:12 2015 Page 1 10-1-2 ID:21joj OBn0LP6dvHge0718zGwq-mVRwMSNb7FBBA(9t�y9F9h7mp0nUL UEZH8VIuRz_oPL 3-2-7 6-1-6 9-0-4 11-113 14-10-2 17-9-1 20-8-0 22-8-4 26-9-0 3-2-7 2-10-15 2-10-15 2-10.15 2-10-15 2-10-15 2-10-15 2-0-4 4-0-12 Scale=1:44.3 2x4 H 3x12 M18SHS= 0.25 12 5x6= 4x6= 4x10= 2x4 I 4x5= 2x4 4x10= 5x10 MT2OHS= I 1 21 2 3 4 5 6 22 23 7 8 5x6= _ • Wl■ 10 3 24 25 4 • liriMIMMM— l; Mt 20 19 18 17 16 15 14 13 8x10=11 20 12 2x4 I I 4x10= 2x4 I I 4x5= 2x4 I I 7x14 MT2OHS= 2x4 I I 6x12= 4x5= 0-5-8(0-1-8) 0-5-8(0-1-12) 900#/-107# 1465#/-219# 10-1-2 10-1-2 3-2-7 6-1-6 9-0-4 { 11-113 14-10-2 17-9-1 20-8-0 22-8.422-1.1-0 26-9-0 ' 3-2-7 2-10-15 2-10-15 2-10-15 2-10-15 2-10-15 2-10-15 2-0-4 0-2.12 3-10-0 Plate Offsets(X,Y)— 14:0-2-12,0-2-01[8:0-4-12,0-1-121,[9:1-1-0,0-3-121,[9:0-3-11,Edge],[10:0-2-14,0-2-61,[11:Edge,0-2-41,[12:0-1-13,0-2-4],[13:0-2-2,0-3-01,[19:0-3-12,0-1-8] LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft Ud l PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.60 Vert(LL) -0.50 16 >539 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.78 Vert(TL) -0.94 16 >288 240 MT2OHS 187/143 BCLL 0.0 * Rep Stress Ina NO WB 0.75 Horz(TL) 0.11 12 n/a n/a M18SHS 244/190 BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Wind(LL) 0.20 16 >999 240 Weight:138 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-9-12 oc purlins, except T3:2x4 SP No.2 end verticals. BOT CHORD 2x4 SP No.1 'Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. B1:2x4 SP SS ' MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3'Except' , be installed during truss erection,in accordance with Stabilizer W5:2x8 SP No.2,W2,W6:2x4 SP No.2 L Installation guide. I REACTIONS. (lb/size) 20=900/0-5-8 (min.0-1-8),12=1465/0-5-8 (min.0-1-12) Max Horz20=-23(LC 9) Max Uplift20=-107(LC 8),12=-219(LC 9) Max Grav20=900(LC 21),12=1465(LC 21) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-20=-851/112,1-21=-2366/275,2-21=-2366/275,2-3=-2366/275,3-4=-2366/275,4-5=-4903/507,5-6=-4903/507, 6-22=-4585/410,22-23=-4585/410,7-23=-4585/410,7-8=-4597/411,8-9=-2389/228,9-13=-209/42,9-10=-2138/216, 10-24=-313/491,24-25=-316/481,11-25=-317/464 BOT CHORD 19-20=-2/146,18-19=-426/3876,17-18=426/3876,16-17=-493/4903,15-16=-493/4903,14-15=-277/3325, 13-14=-282/3313,12-13=-469/319,11-12=458/317 WEBS 1-19=27012328,2-19=180/52,4-19=-1590/175,4-18=0/67,4-17=-80/1081,5-17=-272/45,6-16=0/60,6-15=-336/103, 7-15=-226/51,8-15=-171/1328,8-14=0/75,10-12=-1249/224,8-13=-1033/174,10-13=-317/2670 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=27ft;eave=4ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-2-7,Interior(1)3-2-7 to 26-7-4 zone;cantilever right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 107 lb uplift at joint 20 and 219 lb uplift at joint 12. 7)Load case(s)21 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)Graphical purtin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)248 lb down and 40 lb up at 20-4-6 on top chord. The design/selection of such connection device(s)is the responsibility of others. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard Except: Continued on page 2 Job Truss Truss Type :Qty Ply The Catalin A0029650 7468 FT04 FLOOR —- 14 1 Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Pnnt 7.620 s Apr 30 2015 MiTek Industries.Inc. Mon Jul 0612:41:12 2015 Page 2 I D:2ljojrOBnOLP6dvHge0718zGwiq-mVRwMSNb7FBBADq NynF9h7mpOnUL_UEZHBVI uRz_oPL LOAD CASE(S) Standard Except: 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-9=-67,9-11=-67,11-20=-13 Concentrated Loads(Ib) Vert:9=-248 21)User defined:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-9=-60(F),9-11=-60(F),11-20=-20(F) Concentrated Loads(Ib) Vert:9=-248 Job Truss Truss Type ,Qty Ply The Caralin A0029658 7468 FTG03 FLOOR 1 1 3 Job Reference(optional) • Building Component Supply.Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries.Inc. Mon Jul 0612:41:13 2015 Page 1 10-1-2 ID:2ljojrOBnOLP6dvHge0718zGwp-Eh712nOEuZJ2r PAMmOELJwbBrwjttjWoErOtz-oPK 3-2-7 6-1-6 7�7, 9-0-4 11-11-3 13-11-1 14-10-2 17-9-1 20-8-0 6-9-0 3-2-7 1 2-10-15 0-11-1' 1-11-14 2-10-15 ' 1-11-14 0-11-1 2-10-15 2-10-15 6-1-0 Scale=1:44.3 2x4 I 3x12 M18SHS= 0.25 12 5 x 6= 4x6= 5x8= 2x4 I I 4x5= 2 x 4 I I 4x10= 10x16 M18SHS= 1 2 3 4 5 6 7 8 . 10 C1 _Iln f:1`- - ��/ Ham" ��4s_f� _ 141 12 7t _� z 8x10= 21 20 19 18 17 16 15 14 13 12 2x4 II 5x8= 2x4 I' 5x6= 2x4 11 7x14 MT2OHS= 2x4 II 10x12= 05-8(0-1-8) 0-5-8(0-2-0) 1984#/0# 5111#/0# 10-1-2 10-1-2 3-2-7 . 6-1-6 7-0-7 13-11-1 14-10-2 17-9-1 20-8-0 , 22-8-422-1.1-0 26-9-0 I 3-2-7 2-10-15 0-11-1 6-10-11 0-11-1 2-10-15 2-10-15 2-0-4 0-2-12 3-10-0 Plate Offsets(X,V)- [1:0-3-0,0-2-0],[4:0-2-0,0-2-0],[9:0-4-0,0-8-12],[9:0-2-14,0-3-0],[11:Edge,0-2.41,[16:0-3-8,Edge],[18:0-3-0,0-2-0],[20:0-2-8,0-1-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.86 Vert(LL) -0.54 15-17 >497 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.76 Vert(TL) -0.91 15-17 >298 240 MT2OHS 187/143 BCLL 0.0 Rep Stress Ina NO WB 0.98 Horz(TL) 0.10 12 n/a n/a M18SHS 244/190 BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:413 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 4-5-15 oc purtins, except T3:2x4 SP No.2 end verticals. BOT CHORD 2x4 SP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3*Except* 6-0-0 oc bracing:12-13,11-12. W5:2x10 SP No.2,W6:2x4 SP No.2 REACTIONS. (lb/size) 21=1892/0-5-8 (min.0-1-8),12=5111/0-5-8 (min.0-2-0) Max Grav21=1984(LC 3),12=5111(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-21=-1886/0,1-2=-5452/0,2-3=-5452/0,3-4=-5452/0,4-5=-13808/0,5-6=-13808/0,6-7=-16443/0,7-22=-16443/0, 8-22=-16443/0,8-9=-10676/0,9-13=-510/50,9-10=-9384/0,10-11=0/3633 BOT CHORD 20-21=0/331,19-20=0/9403,18-19=0/9403,17-18=0/13808,16-17=0/13808,15-16=0/13808,14-15=0/14426, 13-14=0/14449,12-13=-3556/0,11-12=-3538/0 WEBS 1-20=0/5366,2-20=-284/0,4-20=-4160/0,4-19=-77/57,4-18=0/4955,5-18=-1171/0,6-17=-263/66,6-15=-667/3444, 7-15=-1378/0,8-15=0/2353,8-14=-109/6,8-13=-4705/0,10-12=-4343/0,10-13=0/10464 NOTES- 1)3-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc,2x10-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 10-12 2x4-1 row at 0-7-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced floor live loads have been considered for this design. 4)All plates are MT20 plates unless otherwise indicated. 5)The Fabrication Tolerance at joint 3=20% 6)Load case(s)11,12,13,14 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Except: 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-22=-100,9-22=-624,9-11=-100,11-21=-20 Concentrated Loads(lb) Vert:9=326 11=-557 22=-964 Continued on page 2 Job I fuss Truss Type Qty Ply The Cateln 7468 FTGO3 FLOOR 1 v A0029658 3 Job Reference(optional) Budding Component Supply,Green Cove Springs,FL Run:7.620 s Ap r 30 2015 Print 7.620 s Apr 30 2015 AhTek Industries.Inc. Mon Jul 06 12'41:13 2015 Page 2 :2ljj IDop08n OLP6dvHge0718zGwiq-Eh?IZnOEuZJ2nNPZWUmOELJwb&wjttj ErQtz_cPK LOAD CASE(S) 11)User defined:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-22=-100(F),9-22=-580(F=-100),9-11=-100(F),11-21=-10(F) Concentrated Loads(Ib) Vert:9=-299 11=-511 22=-884 12)User defined:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-22=-100(F),9-22=-580(F=-100),9-11=-100(F),11-21=-10(F) Concentrated Loads(lb) Vert:9=-299 11=-511 22=-884 13)User defined:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-22=-100(F),9-22=-580(F=-100),9-11=-100(F),11-21=-10(F) Concentrated Loads(lb) Vert:9=-299 11=-511 22=-884 14)User defined:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-22=-100(F),9-22=-580(F=-100),9-11=-100(F),11-21=-10(F) Concentrated Loads(Ib) Vert:9=-299 11=-511 22=-884 Job Truss (cuss Type Qty Ply The Cataln i r , A0029659 7468 FTGO4 1 3 Job Reference(optional) Budding Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries.Inc. Mon Jul 06 12:41:13 2015 Page 1 ID:2ljojrOBnOLP6dvHge0718zGwiq �a-Eh?IZnOEuZJ2 mOELJv_BrujxXj%bErQtz_oPK 1011-2 3-2-7 6-1-6 7-0-7 9-0-4 11-11-3 13-11-1 14-10-2 17-9-1 20-8-0 _ 6.9-0 3-2-7 2-10-15 0-11-1 1-11-14 ' 2-10-15 1-11-14 0-11-1 2-10-15 2-10-15 6-1-0 Scale=1:44.4 2x4 I I 0.25.12 4x5= 4x6= 4x10= 2x4 ! 4x5= 2x4 I I 4x10= 3x12 M18SHS= 1 2 3 4 5 6 7 8 9 1 10x12= = T1 -, n T2 10 R� 1.....r..,_ ,Immir, 'i. �" "� is q M 22 21 20 19 18 17 16 15 14 13 12 2x4 I 4x10= 2x4 II 4x5= 2x4 II 5x12= 2x4 I 6x12= 3x5= 0-5-8(0-1-8) 0-5-8(0-1-11) 1249#/0# 43630/0# 10-1-2 10-1-2 3-2-7 6-1-6 7-0-7, 13-11-1 14-10-2 17-9-1 20-8-0 _ 22-8-4 22-11-0 26-9-0 3-2-7 2-10-15 0-11-1 6-10-11 0-11-1 2-10-15 I 2-10-15 2-0-4 0-2-12 3-10-0 Plate Offsets(X,Y)- [9:0-3-11,Edgel,[9:1-1-0,0-3-12],[12:0-2-4,0-1-8],[17:0-4-8,0-3-0],[21:0-3-8,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.90 Vert(LL) -0.27 18 >994 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.76 Vert(TL) -0.36 18-19 >760 240 M18SHS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.75 Horz(TL) 0.04 13 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) 1 Weight:413 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2'Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except T3:2x4 SP SS end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2x4 SP No.3*Except* 10-0-0 oc bracing:21-22. W5:2x8 SP No.2 REACTIONS. (lb/size) 22=997/0-5-8 (min.0-1-8),13=4363/0-5-8 (min.0-1-11) Max Grav22=1249(LC 3),13=4363(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-22=-1180/0,1-2=-3240/0,2-3=-3240/0,3-4=-3240/0,4-5=-6311/1309,5-6=-6311/1309,6-7=-5375/3220,7-8=-5375/3220 ,8-9=-1343/6992,9-14=-110/525,9-23=-743/7995,10-23=-776/7986,10-11=0/10236,11-12=-263/0 BOT CHORD 21-22=0/207,20-21=-148/5210,19-20=-148/5210,18-19=-1309/6311,17-18=-1309/6311,16-17=-1309/6311, 15-16=-4729/3224,14-15=-4742/3211,13-14=10233/0,12-13=-1235/0 WEBS 1-21=0/3178,2-21=-271/0,4-21=-2074/219,4-20=0/119,4-19=-1222/1466,5-19=-348/326,6-18=-1/220,6-16=-2990/0, 7-16=-355/238,8-16=0/2869,8-15=0/53,10-13=-2212/0,11-13=-9126/0,8-14=-3417/0,10-14=0/4727 NOTES- 1)3-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc,2x8-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced floor live loads have been considered for this design. 4)All plates are MT20 plates unless otherwise indicated. 5)The Fabrication Tolerance at joint 3=20% 6)Load case(s)11,12 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Except: 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-9=-100,9-11=-100,12-22=-20 Concentrated Loads(lb) Vert:11=1937 23=-248 Continued on page 2 Job Truss iTruss Type Qty Ply The Catalin r A0029659 7468 FTGO4 FLOOR 1 3 Job Reference(optional) Building Component Supply,Green Cove Springs.FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries.Inc. Mon Jul 06 12:41:13 2015 Page 2 ID:2ljojr0BnOLP6dvHge0718zGwiq-Eh?IZnOEuZJ2nNPZW UmOELJv_BrujxXjWoErQtz_oPK LOAD CASE(S) 11)User defined:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plt) Vert:1-9=-100(F),9-11=-100(F),12-22=-10(F) Concentrated Loads(lb) Vert:11=-1776 23=-227 12)User defined:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-9=-100(F),9-11=-100(F),12-22=-10(F) Concentrated Loads(lb) Vert:11=-1776 23=-227 Job Truss Truss Type Qty Ply 'The Ceiam ' 7468 FTGO5 FLOOR 1 ' A0029660 2 Job Reference_(optional) ' Buidng Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries.Inc. Mon Jul 06 12:41:13 2015 Page 1 10-1-2 ID:2ljojrOBnOLP6dvHge0718zGwiq-Eh?IZnOEuZJ2nNPZV UmOELJztBr4jxv/WoErQtz_oPK 3-2-7 6-1-6 } 9-0-4 11-11-3 14-10-2 17-9-1 , 20-8-0 26-5-8 26-9-0 ' 3-2-7 2-10-15 2-10-15 2-10-15 2-10-15 2-10-15 2-10-15 5-9-8 0.318 Scale=1:44.3 2x4 ii 0.25 12 4x5= 4x6= 4x10= 2x4 r 4x5= 2x4 I 4x10= 3x8= 1 2 3 4 5 6 7 8 9 3x8= 10x12= 41 2 uu�,� n _ -.M1 ELF. , ,, _ '00 0,,,..0,000,,0,0,0.00„,........................................ - - 8x10= 20 19 18 17 16 15 14 13 12 2x4 I 4x10= 2x4 I 4x5= 2x4 I 5x8= 2x4 6x12= (0-2-6) (0-2-6) (0-2-6) (0-2-6) (0-2-6) (0-2-6) (0-2-6) (0-2-6) (0-2-6) 149#/0# 405#/0# 326#/0# 368#/0# 318#/0# 375#/0# 164#/-330# 91#/-527# 2615#/0# 10-1-2 3-2-7 6-1-6 14-10-2 17-9-1 20-8-0 22-8-4 26-9-0 - 3-2-7 2-10-15 I 8-8-12 2-10-15 2-10-15 2-0-4 l 4-0-12 Plate Offsets(X,Y)_19:0-1-15,Edge],19:0-9-8 0-3-12 11:Ed.e 0-2-8 15:0-3-12 0-3-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.65 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.75 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.73 Horz(TL) -0.02 12 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:275 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2'Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except T3:2x4 SP SS end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-2-13 oc bracing. WEBS 2x4 SP No.3'Except* W5:2x8 SP No.2 REACTIONS. (lb/size) 20=148/22-11-0 (min.0-2-6),13=-327/22-11-0 (min.0-2-6),19=404/22-11-0 (min.0-2-6),18=322/22-11-0 (min.0-2-6),17=368/22-11-0 (min.0-2-6), 16=292/22-11-0 (min.0-2-6),15=362/22-11-0 (min.0-2-6),14=-126/22-11-0 (min.0-2-6),12=2615/22-11-0 (min.0-2-6) Max Upliftl3=-527(LC 4),14=-330(LC 4) Max Grav20=149(LC 3),13=91(LC 3),19=405(LC 3),18=326(LC 3),17=368(LC 1),16=318(LC 3),15=375(LC 3),14=164(LC 3),12=2615(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-20=-121/0,1-2=-1/3,2-3=-1/3,3-4=-1/3,4-5=0/38,5-6=0/38,6-7=0/176,7-8=0/159,8-9=0/1608,9-13=-102/347, 9-10=0/2254,10-11=0/5321 BOT CHORD 19-20=0/27,18-19=-7/10,17-18=-7/10,16-17=-38/0,15-16=-38/0,14-15=-392/0,13-14=-475/0,12-13=-5212/0, 11-12=-5193/0 WEBS 1-19=-30/0,2-19=-330/0,4-19=-10/7,4-18=-269/0,4-17=-43/0,5-17=-295/0,6-16=-262/0,6-15=-146/0,7-15=-319/0, 8-15=0/243,8-14=-127/367,10-12=-2208/0,8-13=-1288/0,10-13=0/3052 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc,2x8-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced floor live loads have been considered for this design. 4)The Fabrication Tolerance at joint 3=20% 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 527 lb uplift at joint 13 and 330 lb uplift at joint 14. 6)Non Standard bearing condition. Review required. 7)Load case(s)7 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Except: 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Continued on page 2 Job (Truss Truss Type Qty Ply The Cataln A0029660 7468 FTG05 FLOOR 1 2 Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MTek Industries.Inc. Mon Jul 06 12:41:13 2015 Page 2 ID:2ljojrOBnOLP6dvHge0718zGwiq-Eh?IZnOEuZJ2nNPZVWmOEUztBr4xvjWOErOtz oPK LOAD CASE(S) Standard Except: Uniform Loads(plf) Vert:1-9=-100,9-11=-100,11-20=-20 Concentrated Loads(Ib) Vert:11=-883 7)User defined:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-9=-100(F),9-11=-100(F),11-20=-10(F) Concentrated Loads(Ib) Vert:11=-809 Job Truss Truss Type ;Qty Ply The Catalin 7468 T5OC Piggyback Base 4 1 ii Job Reference(optional) • Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries.Inc. Mon Jul 0612:41:14 2015 Page 1 12-1-2 12-1-2 ID:2ljojrOBnOLP6dvHge0718zGwiq-iuZgn7OsfRvPXjr(idmYs6QbEFSP4slS_OyKz_oPJ 12-11-6 20-10-4 27-4-0 12-11-6 7-10-14 6-5-12 4x5= 3x4- Scale=1:62.7 - 6.00,12 5 18 19 6 1..........iK 17 3x4 3x4 4 _� 3 00••••00•••••••••••••0000;0000 .(4 �� r.. q ID 3x4 2 16 1 limelolie..._ I r y12 y 11 10 20 9 :r 21 . x-;8751# o 0-33{( 8) 0-5-i(0-1118) 3x4= 3x4= 3x8= 12-1-2 1� 11449# i 4-9-12 12-11-6 i 20-10-4 27-4-0 4-9-12 8-1-10 7-10-14 6-5-12 Plate Offsets(X,Y)— [1:0-2-12,0-0-7),[8:0-2-8,0-1-01 USP THD26 OR EQUAL LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.08 9-11 >999 240 ' MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.56 Vert(TL) -0.19 9-11 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.67 Horz(TL) 0.01 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:175 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-6 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-9,4-9,6-8 WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=152/0-3-8 (min.0-1-8),12=1136/0-5-8 (min.0-1-8),8=882/Mechanical Max Horz 1=301(LC 12) Max Upliftl2=-149(LC 12),8=-151(LC 12) Max Gray 1=152(LC 1),12=1142(LC 17),8=970(LC 17) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-16=-173/54,2-16=-158/83,2-3=-921/23,3-4=-759/42,4-17=-546/45,5-17=-446/64,5-18=-406/113,18-19=-406/113, 6-19=-406/113 BOT CHORD 1-12=-231/127,11-12=-181/95,10-11=-232/782,10-20=-232/782,9-20=-232/782,9-21=0/0,8-21=0/0,7-8=0/0 WEBS 5-9=-231/179,6-9=-230/826,4-9=-488/152,4-11=-66/155,2-11=-71/752,2-12=-997/247,6-8=-853/272 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=251t;B=45ft;L=27ft;eave=oft;Cat.II; Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 20-10-4,Exterior(2)20-10-4 to 25-1-3 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 149 lb uplift at joint 12 and 151 lb uplift at joint 8. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Iuss ,Truss Type Qty Ply The Catahn 7468 T50D Piggyback Base 1 1 ; , I Budding Component Supply,Green Cove Springs,FL Job Reference(optional) ng Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries.Inc. Mon Jul 06 12:41:14 2015 Page 1 12-1-2 12-1-2 ID:2ljojr0Bn0LP6dvHge0718zGwiq-iuZgn7OsftRvPX1Qt}Q-ldmYs7EbEsSLesIS_OyKz_oPJ 5-4-5 13-2-3 I 20-10-4 27-4-0 5-4-5 7-9-13 7-8-1 6-5-12 4x5= Scale:3/16'=1' 8.00 12 5 18 19 6 ■4 T3 17 4 k4 3 I. 9 o // •- vva le 1 2 ,, /,/ 111 \ .. /,..' SSTT 12 11 10 20 9 21 957 87510 0. 1.8) 0.7-1q 3x8= 2x4 11011237# 12-1-2 5-4-5 13-2-3 I 20-10-4 I 27-4-0 USP TH I D26 OR EQUAL 5-4-5 7-9-13 7-8-1 6-5-12 Plate Offsets(X,Y)— (1:0-2-12,0-0-7),18:0-2-8,0-1-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.07 9-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -0.17 9-11 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.95 Horz(TL) 0.01 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:213 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-6 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS Web Brace:Length(member) 8-5-6(5-9);8-0-8(4-9);8-5-6(6-8); OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 I Installation guide. REACTIONS. (lb/size) 1=200/0-3-8 (min.0-1-8),12=1101/0-7-12 (min.0-1-8),8=870/Mechanical Max Horz 1=301(LC 12) Max Upliftl2=-137(LC 12),8=-151(LC 12) Max Grav1=200(LC 1),12=1108(LC 17),8=957(LC 17) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-16=-152/14,2-16=-135/45,2-3=-880/26,3-4=722/45,4-17=-534/46,5-17=-438/65,5-18=-398/112,18-19=-398/112, 6-19=-398/112 BOT CHORD 1-12=-242/145,11-12=-197/127,10-11=-227/746,10-20=-227/746,9-20=-227/746,9-21=0/0,8-21=0/0,7-8=0/0 WEBS 2-12=-958/232,5-9=-229/176,6-9=-229/810,4-9=-459/150,4-11=-70/144,2-11=-52/680,6-8=-840/271 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=27ft;eave=4ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 20-10-4,Exterior(2)20-10-4 to 25-1-3 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 3x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 137 lb uplift at joint 12 and 151 lb uplift at joint 8. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job truss I FUSS type Qty 'Ply The Catalm 7468 751 Piggyback Base 1 1 " as Job Reference(optional) Buiding Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 AhTek Industries,Inc. Mon Jul 06 12:41:14 2015 Page 1 12-1-2 2 ID:2ljojrOBnOLP6dvHge0718zGwiq-iuZgn7osftRvt2Sirp4CHdmYS8bb7KSS9sIS_OyKZ_oPJ 6-11-10 i � 13-10-15 20-10-4 27-3-8 ' 6-11-10 0-4-11 6-6-10 6-11-5 I 6-5-4 4x10= 2x4 Scale:3/16"=1' - 6.00 12 5 18 19 6 Ts 17 \\' 4 .' ; , 3 •` WBR2 2 •� t�15 O 16 \\ o 1 . \O Y 1 `` _'A 7 Y III 6J 11 10 20 9 21 g 7 gT 1 B2 g7p °"3-§A8-1r8)r 0-71-11(U-1-6)- 54.1 1301-319)= WO "41,1111)* 883$12114# I 7-4-5 I 13-10-15 20-10-4 26-7-5 27-3-8 7-4-5 6-6-10 6-11-5 5-9-1 0-8-3 Plate Offsets(X,Y)— [1:0-2-12,0-0-71,[5:0-7-8,0-2-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.12 9-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 1.00 Vert(TL) -0.30 9-11 >755 180 BCLL 0.0 • Rep Stress Incr YES WB 0.47 Horz(TL) 0.03 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:200 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 5-7 WEDGE Web Brace:Length(member) 8-5-6(6-7);7-9-3(4-9); Left:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=242/0-3-8 (min.0-1-8),12=1123/0-7-12 (min.0-1-8),8=807/0-7-12 (min.0-1-8) Max Horz 1=301(LC 12) Max Upliftl2=-140(LC 12),8=-148(LC 12) Max Grav1=242(LC 1),12=1145(LC 17),8=883(LC 17) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-16=-207/103,2-16=-194/143,2-3=-619/0,3-4=-487/16,4-17=-412/22,5-17=-329/42,5-18=-2/7,18-19=-2/7,6-19=-2/7, 6-7=-179/77 BOT CHORD 1-12=-255/164,11-12=-156/91,10-11=-167/513,10-20=-167/513,9-20=-167/513,9-21=-85/308,8-21=-85/308, 7-8=-85/308 WEBS 2-12=-969/251,2-11=-60/575,4-11=-121/96,4-9=-300/116,5-9=0/332,5-7=-622/173 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=27ft;eave=4ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 20-10-4,Exterior(2)20-10-4 to 25-1-3 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 3x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 140 lb uplift at joint 12 and 148 lb uplift at joint 8. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job I MSS I I rUSS type (2ty Ply The Cataln 7468 :152 Piggyback Base 1 1 ' 'Job Reference(optional) Budding Component Supply,Green Cove Springs,FL Run:7.620 s AApprr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Jul 06 12:41:15 2015 Page 1 12-1-2 12-1-2 ID:2ljojrOBnOLP6dvHge0718zGwlq-A472_TPUQAZnljb evosJmOHB?aJBspOz6jyUmz_oPl 6-11-10 13-10-15 20-10-4 27-3-8 6-11-10 6-11-5 I 6-11-5 6-5-4 4x5= Scale:3/16•=1' 6.00 12 5 17 18 6 18 • u 4 rr u �� J 0 :-• 2 .. .. S 15 1 lit 171,1 d L n Y 11 t0 19 9 20 8 21 0-3•N7g�-1r8) 2x4 II 0-5-8(0-1-8) 3x5= = S tyx8(STp$) 472=7=1" 1116/W5# 165 f 425# 6.11-10 1 12-3-12 I 20-10-4 I 27-0-12 274-8 6-11-10 5-4-2 8-6-8 6-2-8 0-2112 Plate Offsets(X,Y)— [1:0-2-12,0-0-7] LOADING(psf) ' SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.14 8-10 >999 240 MT20 244/190 TCDL 10.0 , Lumber DOL 1.25 BC 0.57 Vert(TL) -0.31 8-10 >580 180 BCLL 0.0 • Rep Stress Incr YES WB 0.70 Horz(TL) 0.02 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:200 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS Web Brace:Length(member) 8-5-6(6-7);8-5-6(5-8); WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=581/0-7-12 (min.0-1-8),1=477/0-3-8 (min.0-1-8),10=1113/0-5-8 (min.0-1-8) Max Horz 1=301(LC 12) Max Uplift7=-125(LC 12),10=-125(LC 12) Max Grav7=658(LC 17),1=477(LC 1),10=1156(LC 17) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-15=-582/0,2-15=-511/1,2-3=-107/12,3-4=-79/108,4-16=-344/26,5-16=-258/45,5-17=-236/85,17-18=-236/85, 6-18=-236/85,6-7=-546/224 BOT CHORD 1-11=-280/457,10-11=-255/457,10-19=-142/153,9-19=-142/153,9-20=-142/153,8-20=-142/153,8-21=-217,7-21=-2/7 WEBS 2-11=0/235,2-10=-575/178,4-10=-657/170,4-8=0/162,5-8=-285/176,6-8=-168/461 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=27ft;eave=4ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 20-10-4,Exterior(2)20-10-4 to 25-1-3 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 3x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 125 lb uplift at joint 7 and 125 lb uplift at joint 10. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply The Catalan 7468 T53 Piggyback Base 1 1 1 , Job Reference(optional) Buidng Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 Welt Industries,Inc. Mon Jul 0612:41:15 2015 Page 1 12-1-2 12-1-2 ID:2ljojiOBnOLP6dvHge0718zGwiq-A472 TPUQAZmlh gvpsJmOJ2?aHBsrOz6jyUmz oPl 6-11-10 13-10-15 20-10-4 27.4-0 6-11-10 6-11-5 6-11-5 6-5-12 4x5= Scale=1:62.6 6.00 •12 5 18 19 6 - I4 0.:1701 :11 // 4 �� / i 7 ❑xi.4 2 / ❑ 16 1 Wt D N 1 F 20 10 21 22 659W-1220.6 12 11 9 87 0-@-lr8) 2x4 II 0-5-8(0-1-8) 3x5= 3x8= 2x4 4i7 , 115 6/F.' 4# 12-1-2 6-11-10 I 12-3-12 20-10-4 27_44) USP JUS24 OR EQUAL 6-11-10 5-4-2 8-6-8 6-5-12 Plate Offsets(X,Y)— (1:0-2-12,0-0-7j LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.14 9-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.30 9-11 >583 180 BCLL 0.0 • Rep Stress Incr YES WB 0.70 Horz(TL) 0.02 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:200 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS Web Brace:Length(member) 8-5-6(5-9);8-5-6(6-8); OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 1=477/0-3-8 (min.0-1-8),11=1112/0-5-8 (min.0-1-8),8=582/Mechanical Max Horz 1=301(LC 12) Max Uplift/1=-124(LC 12),8=-122(LC 12) Max Grav1=477(LC 1),11=1155(LC 17),8=659(LC 17) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-16=-581/0,2-16=-509/1,2-3=-108/13,3-4=-80/110,4-17=-341/25,5-17=-255/44,5-18=-233/85,18-19=-233/85, 6-19=-233/85 BOT CHORD 1-12=-280/455,11-12=-255/455,11-20=-141/150,10-20=-141/150,10-21=-141/150,9-21=-141/150,9-22=0/0,8-22=0/0, 7-8=0/0 WEBS 2-12=0/236,2-11=-576/178,4-11=-655/169,4-9=0/163,5-9=-293/180,6-9=-172/474,6-8=-549/223 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=27ft;eave=4ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 20-10-4,Exterior(2)20-10-4 to 25-1-3 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 3x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 124 lb uplift at joint 11 and 122 lb uplift at joint 8. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type I Qty Ply The Catalin A0029674 7468 T07 ROOF SPECIAL GIRDER 1 1 Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Jul O6 12:41:15 2015 Page 1 20-7-0 ID:2ljojr0Bn0LP6dvHge0718zGwiq-A472_TPUQAZm1hZyevosJmoEK?TCBgg0 anz oPl 7-0-0 9-11-8 13-11-0 19-11-12 23-10-0 29-10-0 7-0-0 2-11-8 3-11-8 6-0-12 3-10-4 6-0-0 Scale=1:50.2 4x5= 3 6.00 fir 2x4 "-- 4.14.5 2 = 2x4 I 4x10= 5 NA ED ' ED IVIED �, 18 20/1 I 7* ' T ' �+ nn Q =n nn nn C ]a 11 10 9 21 8 22 23 .. km 4x10—_ 5x10 MT2OHS= 7x10= NAILED 2x4 NAILED NAILED 5x6= 0-5-8( 814) 11-1026 NAILED 0-5-8(0-2-11) 1615•/-247# 2281•/-532# 20-7-0 20-7-0 7-1-11 9-11-8 13-11-0 19-11-12 23-10-0 29-10-0 7-1-11 2-9-13 3-11-8 6-0-12 3-10-4 I 6-0-0 I Plate Offsets(X,Y)— [1:0-0-0,0-0-3],[3:0-2-8,0-1-12],[4:0-3-0,0-2-0],[6:0-7-0,0-2-0],[9:0-5-0,0-4-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.24 9-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.96 Vert(TL) -0.64 9-11 >562 180 MT2OHS 187/143 BCLL 0.0 • Rep Stress Incr NO W8 0.83 Horz(TL) 0.12 7 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:164 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied. T3:2x4 SP SS BOT CHORD Rigid ceiling directly applied or 8-3-15 oc bracing. BOT CHORD 2x6 SP No.2 WEBS T-Brace: 2x4 SP No.3-4-11 WEBS 2x4 SP No.3 Fasten(2X) T and 1 braces to narrow edge of web with 10d(0.131"x3") OTHERS 2x4 SP No.3 nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation uide.__ REACTIONS. (lb/size) 1=1615/0-5-8 (min.0-1-14),7=2281/0-5-8 (min.0-2-11) Max Horz 1=-88(LC 6) Max Uplift1=-247(LC 8),7=-532(LC 8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-2933/502,2-3=-2696/488,3-4=-2695/477,4-18=-5106/1019,5-18=-5106/1019,5-19=-5106/1019,6-19=-5106/1019, 6-20=-3983/914,7-20=-4083/907 BOT CHORD 1-11=-380/2535,10-11=-774/4532,9-10=-774/4532,9-21=-763/3574,8-21=-763/3574,8-22=-758/3568,22-23=-758/3568, 7-23=-758/3568 WEBS 2-11=-288/140,3-11=-371/2173,4-9=-439/797,5-9=-393/157,6-9=-221/1999,6-8=-107/199,4-11=-2796/607 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=30ft;eave=4ft;Cat.II; Exp B;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 247 lb uplift at joint 1 and 532 lb uplift at joint 7. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent at 19-10-4 from the left end to connect truss(es)T22 (1 ply 2x6 SP)to front face of bottom chord. 10)Fill all nail holes where hanger is in contact with lumber. 11)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 12)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard Continued on page 2 Job truss I Truss Type Qty Ply The Catalin 7468 T07 ROOF SPECIAL GIRDER I A0029674 1 1 Bolding Component Supply,Green Cove Springs,FL Job Reference(optional) Bolding 7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MTek Industries.Inc. Mon Jul 06 1241:15 2015 Page 2 ID:21jojr013nOLP6dvHge0718zGwiq-A472_TPUQA7_m1 hZyevosJmOEK?TCBgg0z6jyUmz_oPl LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plt) Vert:1-3=-60,3-4=-60,4-6=-60,6-7=-60,12-15=-20 Concentrated Loads(lb) Vert:6=-97(F)9=-1016(F)8=-60(F)19=-97(F)20=3(F)21=-60(F)22=8(F)23=-190(F) 'Job Truss Truss Type .Qty Ply The Cate lin r ■ A0029675 7468 T08 !Roof Special I 1 1 Buiking Component Supply,Green Cove S 1 Job Reference(optional) Prangs.FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Jul 06 12:41:16 2015 Page 1 20-7-0 ID:2ljojrOBnOLP6dvHge0718zGwiq-eGhRCpQ6BUhder88BdJ5szxOcOgOw2OCm allCz_oPH 4-11-15 } 9-11-8 11-11-0 , 16-10-8 21-10-0 28-7-0 29-%'t"' 4-11-15 4-11-9 1-11-8 ' 4-11-8 4-11-8 6-9-0 1..0.01 Scale=1:51.1 4x5= 3 6.00;12 4x5= 3x4= 4x5= " 4 'j 2x4\\ 18 \ 19 20 - 21 2x4 I! n 17 \yy4 yV4 'Y 1 4x5= 7 8 1 T5 Itil ' � 13 12 0 10 USP-T1116744131# 3x4= 3x8 MT2OHS= 0 50-6) 4x10= 4x10= 3x4= 1177#/- 20-7-0 20-7-0 5-11-11 11-11-0 I 21-10-0 I 28-7-0 29-7.0 5-11-11 5-11-5 9-11-0 6-9-0 1-0.0' Plate Offsets(X,Y)— [1:0-3-5,Edge],[1:0-0-0,0-1-7],[3:0-2-4,0-1-12],[9:0-1-8,0-1-8],[12:0-4-0,0-2-0] LOADING(psf) SPACING- 2-0-0 1 CSI. DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.19 10-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.56 10-12 >631 180 MT2OHS 187/143 BCLL 0.0 • Rep Stress Incr YES WB 0.54 Horz(TL) 0.10 9 n/a n/a BCDL 10.0 Code FBC201 O/TPI2007 (Matrix-M) Weight:157 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 2-2-0 oc bracing:10-12. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SF'No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=1177/Mechanical,1=1177/0-5-8 (min.0-1-8) Max Horz 1=82(LC 11) Max Uplift9=-131(LC 12),1=-130(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-17=-2046/385,2-17=-1941/395,2-18=-1953/418,3-18=-1887/431,3-4=-2252/486,4-19=-1972/409,5-19=-1972/409, 5-20=-1625/359,6-20=-1625/359,6-21=-1778/344,7-21=-1878/331,7-8=-107/0,8-9=-85/112 BOT CHORD 1-13=-326/1766,12-13=-229/1484,11-12=-343/1977,10-11=-343/1977,9-10=-267/1166 WEBS 2-13=-247/134,3-13=-89/388,3-12=-264/1419,4-12=-1139/289,5-12=-106/134,5-10=-477/147,6-10=-5/498,7-10=0/436, 7-9=-1653/442 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=30ft;eave=4ft;Cat.II; Exp B;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-11-8,Exterior(2)9-11-8 to 24-10-0,Interior(1)24-10-0 to 28-7-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 131 lb uplift at joint 9 and 130 lb uplift at joint 1. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ...... _. .......-_...--- _.,..._......._. -.... Job muss Truss Type Qty I Ply The Cataln i A0029676 7468 T09 'Roof Special I 1 1 Job Reference(optional) Budding Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Jul 06 12:41:16 2015 Page 1 20-7-0 ID:2ljojrOBnOLP6dvHge0718zGwiq-eGhRCpQ6BUhder88BdJ5szxQMOp9wM 19 1 Cz_oPH 7-0-0 10-0-0 14-11-0 19-10-0 26-7-0 29-7-0 7-0-0 3-0-0 4-11-0 4-11-0 6-9-0 3-0-0 Scale=1:50.1 4x5= 3x4= 455= 3 1617 12 18 5 - 6.001 2:01\\ \ 2 19 , \ N W2 4x5= 2x4 I 15 6 7 di iI N 1 �,. N N el■ 81 „a. N I r 1 r 11 20 10 9 USP-T� 1320 3x8 MT2OHS- 3x8= 3x8= 3x5= 0-5-4-1-8) 1177#11aF 20-7-0 za7-0 10-0-0 19-10-0 26-7-0 29-7-0 10-0-0 9-10-0 6-9-0 i 3-0-0 l Plate Offsets(X,Y)— [1:0-0-0,0-1-11],[1:0-3-5,Edgej LOADING(psf) SPACING- 2-0-0 1 CSI. DEFL in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.22 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(TL) -0.59 8-9 >594 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.51 Horz(TL) 0.10 8 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:152 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 8=1177/Mechanical,1=1177/0-5-8 (min.0-1-8) Max Horz 1=75(LC 11) Max Uplift8=-132(LC 12),1=-128(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-15=-1966/370,2-15=-1878/388,2-3=-1726/367,3-16=-1505/349,16-17=-1505/349,4-17=-1505/349,4-18=-1497/349, 5-18=-1497/349,5-19=-1650/333,6-19=-1751/319,6-7=-85/0,7-8=-55/29 BOT CHORD 1-11=-343/1680,11-20=-295/1642,10-20=-295/1642,9-10=-295/1642,8-9=-340/1571 WEBS 2-11=-298/150,3-11=-82/563,4-11=-297/91,4-9=-325/99,5-9=-0/453,6-9=-113/115,6-8=-1843/436 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=30ft;eave=oft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-0-0,Exterior(2)10-0-0 to 22-10-0,Interior(1)22-10-0 to 26-7-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 132 lb uplift at joint 8 and 128 lb uplift at joint 1. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ' Job truss Truss type OW—1:V—- The Catelin 7468 1710 ROOF SPECIAL 1 I 1 A0029677 Job Reference(optional) Buitde g Component Supply,Green Cove Spnngs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Jul 06 12:41:16 2015 Page 1 20-7-0 ID:2ljojr0Bn0LP6dvHge0718zGwiq-eGhRCpQ6BUhder88BdJ5szxQP0u5wJY9grnyy1 Cz_oPH 6-0-3 12-0-0 17-10-0 24-7-0 29-7-0 6-0-3 5-11-13 I 5-10-0 I 6-9-0 5-0-0 Scale=1:50.1 5x6= 5x6= 3 17 18 19 4 6.00 Fir 16 ///' 20 it 2x4 2 4x5= 2x4 I1 5 6 Y 15 "A 4.1 22 14 WI • wr df i , —. �B7 � Iii � B2 11 23 24 10 9 25 26 8 USP-TH3 -134# 4x5= 058(01-4)10 1178#/-126# 20-7-0 20-7-0 7-5.11 I 14-11-0 22-1-4 29-7-0 7-5-11 7-5-5 7-2-4 7-5-12 ' Plate Offsets(X,Y)— [1:0-3-5,Edge],[1:0-0-0,0-1-7],[3:0-3-0,0-2-0],[4:0-3-0,0-2-0],[7:0-1-12,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.15 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.35 10-11 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.67 Horz(TL) 0.09 7 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:162 lb FT=20% LUMBER- — BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-7-14 oc bracing. WEBS 2x4 SP No.3 WEBS Web Brace:Length(member) 3-4-13(5-7); OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 7=1178/Mechanical,1=1178/0-5-8 (min.0-1-8) Max Horz 1=85(LC 11) Max Uplift7=-134(LC 12),1=-126(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-15=-2032/364,2-15=-1904/378,2-16=-1898/396,3-16=-1814/409,3-17=-1374/332,17-18=-1374/332,18-19=-1374/332, 4-19=-1374/332,4-20=-1694/347,5-20=-1794/333,5-21=-34/1,21-22=-34/1,6-22=-34/1,6-7=-133/61 BOT CHORD 1-11=-368/1773,11-23=-250/1352,23-24=-250/1352,10-24=-250/1352,9-10=-234/1328,9-25=-234/1328, 25-26=-234/1328,8-26=-234/1328,7-8=-323/1647 WEBS 2-11=-309/163,3-11=-89/513,3-10=-37/223,4-10=-22/238,4-8=-19/379,5-8=-203/125,5-7=-1886/378 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=30ft;eave=4ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 12-0-0,Exterior(2)12-0-0 to 20-10-0,Interior(1)20-10-0 to 24-7-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 3x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 134 lb uplift at joint 7 and 126 lb uplift at joint 1. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. f LOAD CASE(S) Standard Job Truss Truss Type Qty Ply The Cataln A0029678 7468 T11 Roof Special 1 1 Job Reference(optional) Building Component Supply,Green Cove Springs.FL Run:7620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc Mon Jul 06 12:41:17 2015 Page 1 20-7-0 ID:2ljojr0Bn0LP6dvHge0718zGwq-7TEpP9RkyopUGJKIKrKOBUcQoE2fkXJ1 QC ez_oPG 7-0-3 I 14-0-0 , 15-10-0 , 22-7-0 29-7-0 7-0-3 6-11-13 ' 1-10-0 ' 6-9-0 7-0-0 i 3 4 Scale=1:50.5 4x -7 r L, = 6.00 12 16 17 3x4 4x5= 3x6_ 2 141111411116.5 6 v I I 15 IN W5 v 1 II -W1 1. 11 10 9 8 USP-TH 4x5= 2x4 II 3x4= 5x6= 3x5= 2x4 II 0-5-8(0-1-8) 1177#/-12.50 0 1 20-7-0 20-7-0 , 7-0-3 I 14-0-0 115.10.0 22-7-0 29-7-0 7-0-3 6-11-13 1-10-0 6-9-0 I 7-0-0 Plate Offsets(X,Y)— [1:0-3-5,Edge],[1:0-0-0,0-1-7],[6:0-2-12,0-1-81,]8:0-2-0,0-1-8],[9:0-2-12,0-3-0] I LOADING(psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.16 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.38 10-11 >923 180 BCLL 0.0 • Rep Stress Incr YES WB 0.81 Horz(TL) 0.08 7 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:164 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-9-13 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=1177/Mechanical,1=1177/0-5-8 (min.0-1-8) Max Horz 1=105(LC 12) Max Uplift7=-138(LC 12),1=-123(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-15=-2019/327,2-15=-1865/345,2-16=-1443/300,3-16=-1335/314,3-4=-1205/316,4-17=-1345/309,5-17=-1446/294, 5-18=-1597/282,18-19=-1597/282,6-19=-1597/282,6-7=-1114/250 BOT CHORD 1-11=-35811731,10-11=-358/1731,9-10=-211/1205,8-9=-291/1626,7-8=-10/39 WEBS 2-11=0/273,2-10=-656/167,3-10=-50/382,4-9=-35/357,5-9=-538/110,5-8=-778/243,6-8=-317/1807 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=30ft;eave=4ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 14-0-0,Exterior(2)14-0-0 to 15-10-0,Interior(1)18-10-0 to 22-7-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 138 lb uplift at joint 7 and 123 lb uplift at joint 1. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 'Job Truss Truss Type Qty Ply The Catahn 7468 T12 ROOF SPECIAL " A0029679! 1 1 Job Reference(optional) " Buidng Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 Mi rek Industries,Inc. Mon Jul 0612:41:17 2015 Page 1 20-7-0 ID:2ljojrOBnOLP6dvHge0718zGwp-7TEpP9RkyopUGJKIKrKOBUeZoB9Fjp, pZezoPG 7-5.11 14-11-0 { 20-7-0 24-5-0 25-8-8 29-7-0 7-5-11 7-5-5 5-8-0 3-10-0 1-3-8 3-10-8 6.00112 4 Scale=1:51.7 IA.— 3x5 18 00#11 11414%%it 19 3 4x5= 4x5= 3x4 5 4x5= 2x4 i 2 : e 20 T4 7 g ar.-tazi: iii N CV O ^ / ' N 17 -:: ,. , o N �e t` Y W' t1q O N 1 I IT 1 1 la H1 rra s in rw se. 1 13 12 1t 10 USP--ate* 0.5444 2x4 I I 3X4= 3x8= 3x4= 0.=1-8) 3x8= 1178#/-1M0 II 20-7-0 20-7-0 7-5.11 14-11-0 20-7-0 245-0 ,25-8-8 29-7-0 7-5-11 7-5-5 i 5$0 I 3-10-0 '1-3-8 i 3-10-8 Plate Offsets(X,Y)— [1:0-3-5,Edge],[1:0-0-0,0-1-7],[9:0-1-12,0-1-8] -- LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) l/defl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.17 10-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.48 10-12 >739 180 BCLL 0.0 * Rep Stress Incr YES WB 0.86 Horz(TL) 0.09 9 n/a n/a BCDL 10.0 Code FBC2010/1P12007 (Matrix-M) Weight:169 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-10 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-9-9 oc bracing. WEDGE WEBS 1 Row at midpt 2-12 Left:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=1178/Mechanical, 1=1178/0-5-8 (min.0-1-8) Max Horz 1=115(LC 12) Max Uplift9=-139(LC 12),1=-121(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-17=-2000/320,2-17=-1834/340,2-3=-1398/276,3-18=-1289/281,4-18=-1278/296,4-19=-1287/297,5-19=-1358/284, 5-20=-1042/203,6-20=-1042/203,6-7=-1168/218,7-21=-9/3,8-21=-9/3,8-9=-113/54 BOT CHORD 1-13=-353/1710,12-13=-353/1710,11-12=-295/1473,10-11=-295/1473,9-10=-172/906 WEBS 2-13=0/264,2-12=-660/181,4-12=-90/763,5-12=-453/143,5-10=-720/186,6-10=-37/366,7-10=-34/394,7-9=-1368/257 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=30ft;eave=4ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 14-11-0,Exterior(2)14-11-0 to 17-11-0,Interior(1)20-7-0 to 29-5-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 139 lb uplift at joint 9 and 121 lb uplift at joint 1. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job r rues I truss Type Uty Ply The Catalin 7466 113 i Roof Special 1 1 A0�8680 Buddng Component Supply,Green Cove Songs.FL I Job Reference(optional) rig Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MaTek Industries,Inc. Mon Jul 06 12:41:17 2015 Page 1 20-7-0 ID:2ljojrOBnOLP6dvHge0718zGtiviq-7TEpP9RkyopUG JKIKrKOBUeKoEtfpCJI�C/aTez_oPG 7-5-11 14-11-0 18-7-0 22-5-0 27-8-8 29-7- 7-5-11 7-5-5 I 3-8-0 3-10-0 5-3-8 1-10-8 ' 6.0012 4 19 Scale=1:51.4 3x5 18 54x5= 4x5= i 14 3x4 \20 !' 2 \ 21 4x5= 2" • 7 8 \ 7Fi 41II N 17 r ^� WI \\ 4 \\ W8 A 1 \ v 1 .c pi ' L�1 ItI 1 ..g 13 12 11 22 23 10 USP-THDC>7y-135# 4 2x4 II 3x4= 3x8= 3x4= 0-540-1-8) 3x8= 1177#/-1 20-7-0 20-7-0 7-5-11 I 18-7-0 22-5-0 l 27-8-8 29-7-0 i 7-5-11 11-1-5 3-10-0 5-3-8 1-10-8 Plate Offsets(X,Y)— [1:0-3-5,Edge],[1:0-0-0,0-1-7],[9:0-1-12,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.12 10-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(TL) -0.27 12-13 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.45 Horz(TL) 0.08 9 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:169 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-10 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE WEBS 1 Row at midpt 2-12 Left:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing 1 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=1177/Mechanical,1=1177/0-5-8 (min.0-1-8) Max Horz 1=107(LC 11) Max Uplift9=-135(LC 12),1=-125(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-17=-2004/341,2-17=-1838/361,2-3=-1390/302,3-18=-1281/306,4-18=-1271/321,4-19=-1227/321,5-19=-1315/308, 5-20=-1102/277,6-20=-1102/277,6-21=-1225/262,7-21=-1295/249,7-8=-24/0,8-9=-23/14 BOT CHORD 1-13=-331/1713,12-13=-331/1713,11-12=-241/1355,11-22=-241/1355,22-23=-241/1355,10-23=-241/1355, 9-10=-128/590 WEBS 2-13=0/282,2-12=-668/178,5-12=-433/155,5-10=481/121,6-10=0/318,7-10=-64/591,7-9=-1239/288,4-12=-141/800 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=30ft;eave=4ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 14-11-0,Exterior(2)14-11-0 to 17-11-0,Interior(1)18-7-0 to 29-5-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 135 lb uplift at joint 9 and 125 lb uplift at joint 1. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard I Job fruss Truss Type Qty ;Ply The Cataln i 7468 T14 ROOF SPECIAL 1 1 i ' A0029581 Job Reference(optional) Guiding Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Jul 06 12:41:18 2015 Page 1 20-7-0 ID:2ljojrOBnOLP6dvHge0718zGwiq-bfoBdVRMj5xLu81XJ2MZx0OpbCYy0Fi 4y 5z_oPF 7-5-11 I _ 1411-0 16-7-0 20-5-0 24-10-4 29-7-0 7-5-11 7-5-5 i 1-8-0 3-10-0 4-5-4 4-8-12 6.00'12 Scale=1:51.2 - 4 _ 4x5= 4x5= 5 3x5 18 °'e _ 920 T4 • . 3 21 7 2 �� 22 ¢a �� W8 p 2x4 II 6 1. 17 • �� • VY1 , tr YI 1 `�� N d ,y_ a tit an I1, az _a 13 12 71 10 USP-THD26178#%-133# 0.5�0.1Ap8��)1� 2x4 II 3x8= 3x8= 3x5= 1 178#/-127#0 20-7-0 20-7-0 1 7-5-11 14-11-0 16-7-0 20-5-0 29-7-0 I I 7-5-11 7-5-5 ' 1-8-0 3-10-0 9-2-0 Plate Offsets(X,Y)— [1:0-0-0,0-1-7],[1:0-3-5,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) l/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.21 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.53 9-10 >661 180 BCLL 0.0 • Rep Stress Incr YES WB 0.56 Horz(TL) 0.08 9 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:191 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS Web Brace:Length(member)6-1-3(2-12);4-1-3(7-9); WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=1178/Mechanical,1=1178/0-5-8 (min.0-1-8) Max Horz 1=114(LC 11) Max Uplift9=-133(LC 12),1=-127(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-17=-2005/335,2-17=-1840/355,2-3=-1386/299,3-18=-1278/304,4-18=-1267/319,4-5=-1255/339,5-19=-1094/292, 19-20=-1094/292,6-20=-1094/292,6-21=-1218/302,7-21=-1285/284,7-22=-71/54,8-22=-111/42,8-9=-146/81 BOT CHORD 1-13=-299/1715,12-13=-299/1715,11-12=-175/1232,11-23=-175/1232,10-23=-175/1232,9-10=-179/961 WEBS 2-13=0/297,2-12=-670/175,5-10=-312/83,6-10=-32/330,7-10=0/226,7-9=-1312/269,4-12=-159/796,5-12=-446/136 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=30ft;eave=4ft;Cat.II; Exp B;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 14-11-0,Exterior(2)14-11-0 to 23-5-0,Interior(1)23-5-0 to 29-5-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 3x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 133 lb uplift at joint 9 and 127 lb uplift at joint 1. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type I Qty Ply 1 TTe Catalin A0329682 7468 T15 HIP 1 1 I Job Reference(optional) Bulging Component Supply,Green Cove Springs,FL. Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 IhTek Industries,Inc. Mon Jul 0612:41:182015 Page 1 20-7-0 ID:2ljojrt)Bn0LP6dvHge0718zGwiq-bfoBdVRMj5xLu81XJ2MZxO0nOCY8OFA%4y5z_oPF 7-5-11 15-3-0 18-5-0 23-10-4 29-7-0 I 7-5-11 I 7-9-5 i 3-2-0 I 5-5-4 5-8-12 6.002 4 [1 . Scale=1:50.3 4 ,,,,■K�:i x6 3 3 19 2x4 I. 00•000000000 0 2 20 d 0 N 4.11111111111111111114%1•••• • 7 16 ,� 1111 Isc.. 7 try I( B2 I 1. ,1,1 8#/-133# 12 11 10 21 22 9 USP-THU2E6 4x5= 2x4 II 3x5= 3x8= 2x4 0-5-8(0-1-8�)10 3x8= 1178#!-127# 20-7-0 20-7-0 7-5-11 15-3-0 18-5-0 23-10-4 29-7-0 7-5-11 I 7-9-5 I 3-2-0 I 5-5-4 5-8-12 Plate Offsets(X,Y)— [1:0-3-5,Edge],[1:0-0-0,0-1-7],[5:0-3-0,0-2-0],[7:0-1-12,0-14],[9:0-2-0,0-14] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.21 9-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.41 9-11 >862 180 BCLL 0.0 * Rep Stress Incr YES WB 0.53 Horz(TL) 0.07 8 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:189 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS Web Brace:Length(member) 6-6-4(2-11);7-3-4(5-9); WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=1178/Mechanical,1=1178/0-5-8 (min.0-1-8) Max Horz 1=118(LC 11) Max Uplift8=-133(LC 12),1=-127(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-16=-2008/347,2-16=-1842/367,2-3=-1363/300,3-17=-1269/301,4-17=-1250/320,4-18=-1121/341,5-18=-1121/341, 5-19=-1206/372,6-19=-1291/350,6-20=-1189/261,7-20=-1269/246,7-8=-1133/252 BOT CHORD 1-12=-328/1719,11-12=-328/1719,10-11=-138/1023,10-21=-138/1023,21-22=-138/1023,9-22=-138/1023,8-9=-16/36 WEBS 2-12=0/284,2-11=-687/194,4-11=-15/313,5-11=-48/373,5-9=-71/183,6-9=-383/210,7-9=-184/1134 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=30ft;eave=4ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 15-3-0,Exterior(2)15-3-0 to 18-5-0, Interior(1)22-7-15 to 29-5-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 3x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 133 lb uplift at joint 8 and 127 lb uplift at joint 1. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job I Truss Truss Type Qty Ply The Catalin ' 7468 ;T54 Piggybadc Base 1 1 y Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries.Inc. Mon Jul 06 12:41:19 2015 Page I 12-1-2 12-1- ID:2ljojrOBnOLP6dvHge0718zGwiq-3rMZgrS_UP3C(Vttjt�pTcZyWcrp7cCbukh9dXz_oPE 6-2-1 7-3-7-I 12-3-12 I 714.6- 8 16-7-14 20-10-4 25-6-8 26-10-8 30-2-13 6-2-1 1-1-6 5-0-5 2-2-12 2-1-6 ' 4-2-6 6 4-8-4 '1-4-0 3-4-4 8 - 6.0017T . in ,. I. Scale=1:62.2 5 n - 2x4 II ` 4 3 WB`• 0 2 ., 23 1 WI tit -Y r. - .■ .o i. rv.- ," -W1 .,!'rw—5 1 C7 ,? c s 14 'o 19 184x10 _17 25 26 13 10 27 28 11 9 3x8= 3x8 MT2OHS-= "NV-8) 2x4 II 0-5-8(0-1-12) 2x4 5017-00S1_88) 417#/0# 1493#/-164# 7410133# 3x6= 12-1-2 12-1-2 12-1-2 6-2-1 12-3-12 14-6-8 I 20-10-4 I 6-3-12 26-10-8 30-2-6 304-13 6-2-1 6-1-11 2-2-12 612 6-0-4 3-3-14 0-6-6 Plate Offsets(X,Y)— 11:0-2-12,0-0-7],[9:0-1-12,0-0-81,111:0-3-12,0-1-8] LOADING(psf) SPACING- 2-0-0 l CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.32 12-14 >660 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.92 Vert(TL) -0.56 12-14 >378 180 MT2OHS 187/143 BCLL 0.0 • Rep Stress Incr YES WB 0.93 Horz(TL) 0.11 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:250 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2*Except* end verticals. B3:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 8-9 OTHERS 2x4 SP No.3 Web Brace:Length(member) 7-9-6(6-14);8-8-11 (7-11);6-8-11 WEDGE (5-16); Left:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer 1 Installation guide. REACTIONS. (lb/size) 9=659/0-7-0 (min.0-1-8),1=417/0-3-8 (min.0-1-8),18=133110-5-8 (min.0-1-12) Max Horz 1=301(LC 12) Max Uplift9=-133(LC 9),18=-164(LC 12) Max Grav9=741(LC 17),1=417(LC 1),18=1493(LC 17) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-23=-504/0,2-23=-440/0,2-3=-138/199,3-4=-118/305,4-5=46/258,5-6=-405/81,6-24=-321/105,7-24=-321/105, 7-8=-18/0,9-11=-664/205,8-11=-112/42 BOT CHORD 1-19=-266/396,18-19=-237/396,17-18=-271/0,15-17=-86/0,15-16=-59/446,15-25=-143/211,14-25=-143/211, 14-26=-80/228,13-26=-80/228,12-13=-80/228,12-27=-98/186,11-27=-98/186,10-12=0/29,10-28=0/105,9-28=0/105 WEBS 2-19=0/253,2-18=-577/168,16-18=-1042/230,4-16=-321/144,6-14=-96/81,7-11=-515/199,7-14=-62/226,5-14=0/276, 5-16=-796/111 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=30ft;eave=4ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-4,Interior(1)3-0-4 to 20-10-4,Exterior(2)20-10-4 to 25-1-9 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)All plates are 3x4 MT20 unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 133 lb uplift at joint 9 and 164 lb uplift at joint 18. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard (Job Truss Truss Type Qty Ply The Catatin ` 7468 755 1Piggybadc Base 1 1 . I I Job Reference(optional) Bolding Component Supply.Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Jul 06 12:41:19 2015 Page 1 12-1-2 12-1- ID:2ljojrOBn0LP6dvHge0718zGwiq-3rMZgrS_UP3CVItjtItoTe7 ry�7iGbukh9dXz_oPE 6-2-1 12-3-12 214-6- 8 116-7-14 i 20-10-4 I 26-4-12 28-7-0 , 31-11-5 6-2-1 6-1-11 2-2-12 2-1-6 4-2-6 6 5-6-8 7 2-2-4 ' 3-4-4 8' 6.00112 4,5 26 #13 - Scale-1:59.7 5' / 2x4 1 126 W7;, 9 3 • 53 13 2 IMS 1N6 . is 24 Y 1 ill . -1 i��:r — wir_:csr:� s y �— 15 13 ��°� a 20 194x10 18 28 3x8_ 29 14 10 11 9 0-34(8-1-8) 2x4 I 0-5-8(0-2-0) ST1 5x8 STP= (0 2 0) 2xa 0-7-Q( 1-8) 377#/0# 1670#/-168# 842[0-4p# 2x4= 12-1-2 12-1-2 12-1-2 6-2-1 } 12-3-12 146-8 20-10-4 26-4-12 28-7-0 31-10 1431-)1-5 6-2-1 6-1-11 2-2-12 ' 6-3-12 5-6-8 ' 2-2-4 ' 3314 0-6-6 Plate Offsets(X,Y)— [1:0-2-12,0-0-7],[16:0-1-12,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (roc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.14 15-16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.43 Vert(LL) -0.25 15-16 >938 180 1 BCLL 0.0 * Rep Stress lncr YES WB 0.54 Horz(TL) 0.04 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:236 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2*Except* end verticals. B3:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 8-9,4-19,6-15,5-17,7-15,7-13 WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=706/0-7-0 (min.0-1-8),1=377/0-3-8 (min.0-1-8),19=1460/0-5-8 (min.0-2-0) • Max Horz 1=301(LC 12) Max Uplift9=-140(LC 9),19=-168(LC 12) Max Grav9=842(LC 17),1=377(LC 1),19=1670(LC 17) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-24=-423/85,2-24=-289/120,2-3=-135/341,3-4=-115/448,4-25=-45/391,5-25=-26/398,5-6=-403/104,6-26=-311/126, 26-27=-311/126,7-27=-311/126,7-8=-305/88,9-11=-749/208,8-11=-671/213 BOT CHORD 1-20=-269/325,19-20=-245/325,18-19=-436/0,16-18=-116/0,16-17=-59/547,16-28=-158/196,15-28=-158/196, 15-29=-88/305,14-29=-88/305,13-14=-88/305,12-13=-2/5,11-12=-148/0,10-12=0/68,9-10=0/151 WEBS 2-20=0/251,17-19=-1186/253,4-17=-321/144,6-15=-109/79,2-19=-581/171,5-15=0/358,5-17=-947/137,7-15=-81/45, 7-13=-420/218,8-13=-184/635 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=32ft;eave=oft;Cat.II; Exp B;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-2-5,Interior(1)3-2-5 to 20-10-4,Exterior(2)20-10-4 to 25-4-7 zone;C-C for members and forces 8,MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 3x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 140 lb uplift at joint 9 and 168 lb uplift at joint 19. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss i Truss Type Qty Ply The Catalin 1 7468 T56 1 Piggyback Base 4 1 ti i Job Reference(optional) Building Component Supply,Green Cove Springs.FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries.Inc. Mon Jul 06 1241:20 2015 Page 1 ID:2ljojrOBnOLP6dvHge0718zGveq-X1wx1BTdEjB37SRvQTOt•-Da0Jgs9Wt70RjAzz_oPD 12.1-2 12-1-2 3t 6-2.1 12-3-12 , 14.68 18-7-14 , 20-10-4 26-4-6 30-0-2 31-9-0 62-1 61.11 ' 2-2-12 • 2.1.6 ' 4-2-6 6 5-6-2 7 3-7-12 11-8-148 1 6.0002 12 ,< K 1 6 Scale=1:66.4 5 2x 1 126 \\ q ^? 3 \ a C 2 '\I 4 6 25 :V a ■::■. co ° 16 14 :71,-4....1.437.° 31 15 32 21 204x10 19 3x8= 11 12 10 0-3 '8) 2x4 II 0-5-8(0-1-15) 2x4 3 1659#/-167# 2x4 ' 2x4= USP2 111S24 OR EQUAL 12-1.2 12-1-2 3121f4 6-2-1 12-3-12 , 14-6-8 2040.4 264.6 30-0-2 3150 . 6.2-1 i 6-1-11 ' 2-2-12 ' 6-3-12 5-6-2 ' 3.7.12 1-8-14 0-1-8 Plate Offsets(X,Y)— [1:0-2-12,0-0-7],[10:0-2-4,0-1-0],[17:0-1-12,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.14 16-17 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.43 Vert(TL) -0.25 16-17 >928 180 BCLL 0.0 * Rep Stress Incr YES WB 0.54 Horz(TL) 0.06 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight 233 lb FT=20% LUMBER- BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. B3:2x6 SP No.2 WEBS 1 Row at midpt 4-20,6-16,5-18,7-14,7-16,8-10 WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 1=377/0-3-8 (min.0-1-8),20=1454/0-5-8 (min.0-1-15),10=703/Mechanical Max Horz 1=301(LC 12) Max Uplift20=-167(LC 12),10=-137(LC 9) Max Gray 1=377(LC 1),20=1659(LC 17),10=809(LC 17) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-25=-422/84,2-25=-288/119,2-3=-137/340,3-4=-117/448,4-26=-46/391,5-26=-27/398,5-6=-395/103,6-27=-301/126, 27-28=-301/126,7-28=-301/126,7-29=-290/89,8-29=-290/89 BOT CHORD 1-21=-269/324,20-21=-244/324,19-20=-436/0,17-19=-116/0,17-18=-59/541,17-30=-158/192,16-30=-158/192, 16-31=-89/290,15-31=-89/290,14-15=-89/290,14-32=0/3,13-32=0/3,12-13=0/52,11-13=0/6,10-11=-49/0,9-10=0/0 WEBS 2-21=0/251,18-20=-1175/254,4-18=-321/144,6-16=-111/77,2-20=-581/171,5-18=-935/138,5-16=0/351,7-14=-424/226, 7-16=-79/47,8-14=-193/622,10-12=-732/219,8-12=-653/230 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=32ft;eave=4ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-2-4,Interior(1)3-2-4 to 20-10-4,Exterior(2)20-10-4 to 25-4-6 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 3x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 167 lb uplift at joint 20 and 137 lb uplift at joint 10. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 1 iJob truss Truss Typo 7468 �Y 'Ply The Catalin T57 (Half Hip 11 1 I 1 . 1 Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s 12-1-2 Apr 30 2015 MiT d Industries,Inc. Mon Jul, 12:41:20 2015 Page 1 6-3-10 12-3-12 12 6-115 18-10-4 ID:21joj BnOLP6dvHge25-4-6 wiq-X1wx1BTdEjB37SRvoT01op6Bx0J?s6117QRy z_oPD 6-3-10 6-0-2 0-3-3 6-3-5 6-6�-2 1 31-9-0 31-10-8 5 6-4-10 0-1-8 6 7 6.00 12 q °---)le=1:53.2 20 1dz1 22 u 4 11 ii 19 BO ❑ 3 -, 2 } W9R1 WBRI�I d ;ill CI O p as ❑ ❑ ill W3 18 YNr 1 ° A in I - I B1 -- art ilt 23 12 a. 02 13. 14 j3 11 24 10 25 830/-13811 98 0.13611 8) 2 x 4 I I 0-5-8(0-1-10) 3x8 2x4 1316,111# USP JU&24?OR EQUF 63-10 1 12-3-12 1 18-10-4 25-4-6 31-9-0 31-10-8 6-3-10 6-0-2 6-6-8 I 6-6-2 6-4-10 04-8 Plate Offsets(X,Y)— [1:0-2-12,0-0-7],[5:0.7-0,0-2-0],[9:0-2-4,0-1-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.07 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.15 9-10 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.75 Horz(TL) 0.02 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:245 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 6-0-0 oc bracing:11-13. OTHERS 2x4 SP No.3 WEBS Web Brace:Length(member) 7-5-6(5-11);7-5-6(6-10);7-5-6(7-9); WEDGE Left:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (lb/size) 1=458/0-3-8 (min.0-1-8),13=1320/0-5-8 (min.0-1-10),9=755/Mechanical Installation guide. Max Horz 1=272(LC 12) Max Uplift13=161(LC 12),9=-138(LC 9) Max Grav1=458(LC 1),13=1396(LC 17),9=834(LC 17) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-18=-575/1,2-18=-506/16,2-3=-85/37,3-4=-61/109,4-19=-488/71,5-19=-408/97,5-20=-378/99,20-21=-378/99, 6-21=-378/99,6-22=-378/99,7-22=-378/99 BOT CHORD 1-14=-259/455,13-14=-245/455,13-23=-112/20,12-23=-112/20,11-12=-112/20,11-24=-131/372,10-24=-131/372, 10-25=0/0,9-25=0/0,8-9=0/0 WEBS 2-14=0/251,2-13=-547/156,4-13=-942/247,4-11=-27/527,5-11=-215/82,5-10=-2/99,6-10=-460/187,7-10=-183/701, 7-9=-712/225 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=13omph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=32ft;eave=4ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-2-4,Interior(1)3-2-4 to 18-10-4,Exterior(2)18-10-4 to 23-4-6 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 3x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 161 lb uplift at joint 13 and 138 lb uplift at joint 9. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard iJob Truss Iuss Iype QtY N1Y The Catalkr 7468 1758 HALF HIP SUPPORTED G 1 1 1 ' Building Component Supply,Green Cove Springs,FL Job Reference(optional) Run:7.620 s Apr 30 2015 Print 7.620$Apr 30 2015 MiTek Industries,Inc. Mon Jul 0612:41:21 2015 Page 1 12-0-15 1611 12 ID:2ljojr0BnOLP6dvHge0718zGwiq-?EUJFXUF?O,IWIc06_AvGZ1 eTyPlvbjjuM2AGiQz_oPC 16-11-12 I 32-0-0 15-0-4 i 8.00 12 Scale=1:52.3 • 12 3,4 33 14 15 16 17 18 19 20 21 22 23 24 25 0 d Cl (# 1 1 G {} U 1;00.000:41.111 10 400 8 J 7 �s El"6 � 4 5 St 0 ST11 12 '2 '2 8T 2 3'T'2 31f 2 2 2 12 3112 '2 �1 3 1 p6$'17 la I •ZT ST4 STS yi STS ........... 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 12-0-15 32-0-0 Plate Offsets(X,Y)- [8:0-3-0,0-3-0],[13:0-2-0,0-2-8],[35:0-3-0,0-3-01[41:0-3-0,0-3-0] 32-0-0 LOADING(psf) SPACING- 2-0-0 ! CSI. ! DEFL in (roc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(TL) n/a n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.10 Horz(TL) 0.00 26 n/a n/a BCDL 10.0 l Code FBC2014TTPI2007 (Matrix) Weight:316 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 25-26,24-27,23-28,22-29,21-30,20-31, 19-32,18-33,17-34,16-35,15-36,14-37 MiTek recommends that Stabilizers and required cross bracing ' be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 26=41/32-0-0 (min.0-3-0),1=85/32-0-0 (min.0-3-0),27=106/32-0-0 (min.0-3-0),28=109/32-0-0 (min.0-3-0), 3x4= 29=107/32-0-0 (min.0-3-0),30=107/32-0-0 (min.0-3-0),31=107/32-0-0 (min.0-3-0),32=107/32-0-0 (min.0-3-0) 33=107/32-0-0 (min.0-3-0),34=106/32-O- min.0-3-0),35=107/32-0-0 (min.0-3$:kb 36=107/32-0-0 (min. 0-3-0),37=107/32-0-0 (min.0-3-0),38=106/32-0-0 (min.0-3-0),39=107/32-0-0 (min.0-3-0),40=106/32-0-0 (min.0-3-0),41=107/32-0-0 (min.0-3-0),42=107/32-0-0 (min.0-3-0),43=106/32-0-0 (min.0-3-0),44=107/32-0-0 (min.0-3-0),45=105/32-0-0 (min.0-3-0),46=116/32-0-0 (min.0-3-0),47=66/32-0-0 (min.0-3-0),48=208/32-0-0 (min.0-3-0) Max Horz 1=244(LC 12) Max Uplift26=-8(LC 9),27=-15(LC 9),28=-19(LC 9),29=-18(LC 9),30=-18(LC 9),31=-18(LC 9),32=-18(LC 9),33=-18(LC 9) 34=-18(LC 9),35=-16(LC 9),36=-11(LC 12),37=-15(LC 12),38=-21(LC 12),39=-22(LC 12),40=-21(LC 12), 41=-22(LC 12),42=-21(LC 12),43=-21(LC 12),44=-21(LC 12),45=-21(LC 12),46=-23(LC 12),47=-14(LC 12), 48=-43(LC 12) Max Grav26=41(LC 1),1=106(LC 12),27=106(LC 22),28=109(LC 1),29=107(LC 22),30=107(LC 1),31=107(LC 22), 32=107(LC 22),33=107(LC 1),34=106(LC 1),35=107(LC 22),36=109(LC 22),37=107(LC 1),38=106(LC 1), 39=107(LC 1),40=106(LC 1),41=107(LC 1),42=107(LC 1),43=106(LC 1),44=107(LC 1),45=105(LC 1), 46=116(LC 1),47=66(LC 1),48=208(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-426/144,2-49=-366/101,3-49=-363/112,3-4=-342/109,4-5=-309/96,5-6=-277/85,6-7=-245/74,7-8=-214/63, 8-9=-182/52,9-10=-151/42,10-50=-115/20,11-50=-112/31,11-12=-66/20,12-13=-19/6,13-14=-1/0,14-15=-1/0, 15-51=-1/0,16-51=-1/0,16-17=-0/0,17-18=-0/0,18-19=-0/0,19-20=-0/0,20-21=-0/0,21-22=-0/0,22-23=-0/0,23-24=-0/0, 24-25=-0/0,25-26=-31/16 BOT CHORD 1-48=-1/2,47-48=-1/2,46-47=-1/2,45-46=-1/2,44-45=-1/2,43-44=-1/2,42-43=-1/2,41-42=-1/1,40-41=-0/1,39-40=-0/1, 38-39=-0/1,37-38=-0/1,36-37=-0/1,35-36=-0/1,34-35=-0/0,33-34=-0/0,32-33=-0/0,31-32=-0/0,30-31=-0/0,29-30=-0/0, 28-29=-0/0,27-28=-0/0,26-27=-0/0 WEBS 24-27=-78/38,23-28=-82/40,22-29=-80/39,21-30=-80/39,20-31=-80/39,19-32=-80/39,18-33=-80/40,17-34=-80/39, 16-35=-80/40,15-36=-82/38,14-37=-80/58,12-38=-80/97,11-39=-80/98,10-40=-80/67,9-41=-80/59,8-42=-80/57, 7-43=-79/57,6-44=-80/58,5-45=-79/57,4-46=-85/63,3-47=-54/40,2-48=-149/179 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=32ft;eave=2ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)0-1-2 to 3-3-9,Exterior(2)3-3-9 to 16-11-12,Comer(3)16-11-12 to 20-0-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 Continued on page 2 Job 1 truss truss type 7468 Qty Ply The Catalin HALF HIP SUPPORTED G 1 I 1 i j T56 EuiWng Component Suppty,Green Cove Springs,FL Run:7.620 s Apr 30 2015 PrintJ70 20 sfAAeppr 30 201055 MiTek Industries,Inc. Mon Jul 0612:41:21 2015 Page 2 NOTES- ID:2ljojrOBnOLP6dvHge0718zGwiq-?EUJFXUF?OJwlc06_AvGZ1eTyPlvbiuM2AGiQz_oPC 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 1-4-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 8 lb uplift at joint 26,15 lb uplift at joint 27,19 lb uplift at joint 28,18 lb uplift at joint 29,18 lb uplift at joint 30,18 lb uplift at joint 31,18 lb uplift at joint 32,18 lb uplift at joint 33,18 lb uplift at joint 34,16 lb uplift at joint 35,11 lb uplift at joint 36,15 lb uplift at joint 37,21 lb uplift at joint 38,22 lb uplift at joint 39,21 lb uplift at joint 40,22 lb uplift at joint 41,21 lb uplift at joint 42,21 lb uplift at joint 43,21 lb uplift at joint 44,21 lb uplift at joint 45,23 lb uplift at joint 46,14 lb uplift at joint 47 and 43 lb uplift at joint 48. 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard A Job Truss type 7466 i Truss � ;�y The Catalin T16 COMMON GIRDER I 1 A0029683 Bu7ding Component Supply,Green Cove Springs,FL Run:7.620 s 2 Job Reference(optional) Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Jul 0612:41:22 2015 Page 1 20-7-0 3-11-8 10-4-12 ID:2ljojroBnaP6dvHge0718zGwiq-TQ22SsUtmKRnMmbIYtQV5EBUgpxvJzJ iaEsz_oPB 3-11-8 6-5-4 16-10-0 33-8-0 6-5-4 6-5-4 6-5-4 3-11-8 4x5= Scale=1:59.5 5 6.00 12 is 4 r 6 4x6 AI 7 2 4x6 3-i AiAll 111 411148 B1 01 16 15 14 13 12 11 10 23 :1 Id 0-5-$> t$) 6x8 I I 3x6= 4x6= 3x8= 4x6= 3x6= 6x8 THD26 6x8= 1996#/-231# 0-5-8(0-3-14) 20-7-0 Special 65260-806#-7- 20-7-0 3-11-8 10-4-12 16-10-0 I 233-3-4 299-8-8 I 33-8-0 3-11-8 6-5-4 6-5-4 3-11-8 i Plate Offsets(X,Y)— [1:Edge,0-2-1],[2:0-2-4,0-2-0],[4:0-1-8,0-1-8],[6:0-1-8,0-1-8],[8:0-2-4,0-2-0],[9:0-0-0,0-2-1],[10:0-4-12,0-3-0],[16:0.4-12,0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.16 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.41 10-11 >991 180 BCLL 0.0 • Rep Stress Inc( NO WB 0.91 Horz(TL) 0.09 9 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:438 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-15 oc purlins. BOT CHORD 2x6 SP SS*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. B2:2x6 SP No.2 WEBS Web Brace:Length(member)4-5-2(8-11); WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 9=6526/0-5-8 (min.0-3-14),1=1996/0-5-8 (min.0-1-8) Max Horz 1=154(LC 24) Max Uplift9=-806(LC 8),1=-231(LC 8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-3698/441,2-3=-3539/440,3-4=-3463/458,4-5=-2996/448,5-6=-2999/448,6-7=-5233/681,7-8=-5279/662, 8-9=-11808/1469 BOT CHORD 1-16=-361/3263,15-16=-361/3263,14-15=-296/3097,13-14=-296/3097,12-13=497/4680,11-12=497/4680, 10-11=1276/10486,10-23=-1276/10486,9-23=-1276/10486 WEBS 2-16=-136/81,2-15=-324/156,4-15=0/352,4-13=-671/152,5-13=-282/2255,6-13=-2739/403,6-11=-226/2338, 8-11=-6163/823,8-10=-588/4764 NOTES- 1)2-ply truss to be connected together with 10d(0.131'x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-6-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 8-10 2x4-2 rows staggered at 0-2-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=34ft;eave=4ft;Cat.II; Exp B;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 5)All plates are 3x4 MT20 unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 806 lb uplift at joint 9 and 231 lb uplift at joint 1. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 10)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent at 31-6-8 from the left end to connect truss(es)T25 (1 ply 2x4 SP)to front face of bottom chord. 11)Fill all nail holes where hanger is in contact with lumber. 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)5165 lb down and 662 lb up at 29-8-8 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. ftliti4A113A9j193atdard A Job 'Truss Truss Type Qty Ply The Cataln 7468 T16 COMMON GIRDER 1 A0029683 Guiding Component Supply Green Cove Springs,FL 2 Job Reference(optional) Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Jul 06 12:41:22 2015 Page 2 ID:2ljojr0Bn0LP6dvHge0718zGwiq-TQ2iSsUtrnKRnMmbIYtQV5EB Uq pxvJzJ2aiwgEsz_oPB LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=60,5-9=-60,17-20=-20 Concentrated Loads(lb) Vert:10=-5165(F)23=-664(F) J li Job truss truss type Qty Ply The Calaln 7468 117 Common 4 1 ,} Buidny Component Supply,Green Cove Springs.FL Job Reference(optional) Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 Wilk Industries,Inc. Mon Jul 0612:41:22 2015 Page 1 20-7-0 5-7-9 ID:2ljoji0BnOLP6dvHge0718zGwiq-TO2iSsUlmKRnMmbIYtOVSEBXopv6J0X2 sz_oPB 11-2-12 16-10-0 22-5-4 5-7-9 5-7-4 i 5-7 4 5 7 4 28-0 7 33-8-0 5-7-4 5-7-9 4x5= Scale=1:58.5 6.00,12 5 J 3x4 3x4� 3x4 34 6 3x4- d 2x4�� , 2x4// 2 8 / \\\ 21 W2 W2, 24 / Y 1� -M11 i n Q - K7 - 1 i tSl 401,1'if` 14 25 13 26 27 11 28 10 R- 12 3x4= 3x8 MT2OHS= 3x6= 3x8 MT2OHS= 3x4= 5x6 H 0-5.8#51-9) 1347#/-1494 as #/-1-9> 1347#/-149# 20-7-0 3 20-7-0 8 5 1 8-5-3 16-10-0 I 25-2-13 I 33-8-0 8-4-13 8-5-3 I Plate Offsets(X,Y)— [1:0-3-0,0-0-3],[9:0-3-0,0-0-3] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.21 12-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.50 12-14 >815 180 MT2OHS 187/143 BCLL 0.0 • Rep Stress Incr YES WB 0.77 Horz(TL) 0.13 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:174 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEDGE I MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3,Right 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=1347/0-5-8 (min.0-1-9),9=1347/0-5-8 (min.0-1-9) Max Horz 1=-154(LC 10) Max Uplift1=-149(LC 12),9=-149(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-21=-2370/397,2-21=-2289/417,2-3=-2166/387,3-4=-2028/400,4-22=-1567/336,5-22=-1483/358,5-23=-1483/358, I 6-23=-1567/336,6-7=-2028/400,7-8=-2166/387,8-24=-2289/417,9-24=-2370/397 BOT CHORD 1-14=-299/2085,14-25=-198/1751,13-25=-198/1751,13-26=-198/1751,12-26=-198/1751,12-27=-198/1726, 11-27=-198/1726,11-28=-198/1726,10-28=-198/1726,9-10=-299/2047 WEBS 5-12=-172/1044,6-12=-605/182,6-10=-22/414,8-10=-261/144,4-12=-605/182,4-14=-22/414,2-14=-261/144 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=34ft;eave=4ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-4-6,Interior(1)3-4-6 to 16-10-0,Exterior(2)16-10-0 to 20-2-6 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed fora live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 149 lb uplift at joint 1 and 149 lb uplift at joint 9. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard I I Job I Truss Truss Type I Qty Pry 'The Cateln 7468 718 Roof Special 1 1 i .. 4 Building Component Supply.Green Cove SDrings,FL :Job Reference(optional) Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 Mrrek Industries,Inc. Mon Jul 0612:41:23 2015 Page 1 20-7-0 ID:2ljojrOBnOLP6dvHge0718zGwiq-xcc4gCVVXeZd_trAU6bxkeSkcHDD F�Y63pMfNmtz_oPA 5-7-9 11-2-12 16-10-0 23-10-6 31-4-6 33 5-7-9 5 7 4 5-7-4 7-0-6 7-6-0 2-3.10 4x5= Scale=1:62.6 6.00112 5 20 21 3 4 6 2x4 K 2 19 .. 4x5=3x8= 1-111111\k.i'10 7 W8 �i ic 15 22 14 23 13 12 11 3x8 MT20HS= 10 �9 134147# = 4x5= 4x5 855(041 9) 4x10 11 1341w-149# 20-7-0 20-7-0 7.8-15 } 16-10-0 23-10-6 31-4.6 33-8-0 7-8-15 9-1-1 I 7-0-6 7.8.0 I 2-3-10 I Plate Offsets(X,Y)— [1:0-0-0,0-1-7],[1:0-3-5,Edge],[10:0-2-4,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Lid I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.26 13-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.89 Vert(TL) -0.65 13-15 >621 180 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.84 Horz(TL) 0.12 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight 193 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS Web Brace:Length(member)6-4-7(6-13); OTHERS 2x4 SP No.3 WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS. (lb/size) 9=1341/0-5-8 (min.0-1-9),1=1341/0-5-8 (min.0-1-9) Max Horz 1=144(LC 11) Max Uplift9=-149(LC 12),1=-147(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-19=-2369/395,2-19=-2286/407,2-3=-2199/396,3-4=-2062/409,4-20=-1553/332,5-20=-1471/355,5-21=-1471/346, 6-21=-1581/319,6-7=-2157/362,7-8=-1812/266,8-9=-1332/197 BOT CHORD 1-15=-328/2044,15-22=-250/1709,14-22=-250/1709,14-23=-250/1709,13-23=-250/1709,12-13=-258/1854, 11-12=-258/1854,10-11=-293/1932,9-10=-7/23 WEBS 2-15=-248/144,4-15=-35/455,4-13=-603/184,5-13=-152/985,6-13=-688/183,6-11=0/306,7-11=-147/36,7-10=-1210/269, 8-10=-321/2216 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=34ft;eave=4ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-4-6,Interior(1)3-4-6 to 16-10-0,Exterior(2)16-10-0 to 20-2-6,Interior(1)31-4-6 to 33-6-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)All plates are 3x4 MT20 unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 149 lb uplift at joint 9 and 147 lb uplift at joint 1. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job (Truss Truss Type Qty P1Y The Catain 7468 T19 Roof Special 1 I 1 I ' Budding Component Supply,Green Cove Springs,FL I Job Reference(optional) Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MTek Industries,Inc. Mon Jul 0612:4123 2015 Page 1 20-7-0 5-7-9 ID:2ljojrOBnOLP6dvHge0718zG wiq-xoc4gCWXeZd_vAU6bxkeSkhyDDe2RG.4ptyft);JmlzoPA 11-2-12 16-10-0 22-10-6 29-4-6 33-2-0 33-W' _ 5-7-9 5-7-4 5-7-4 6-0-6 6-6-0 3-9-10 0 6 0 4x5= Scale=1:59.0 6.00 112 5 21 22 4 ► 6 3x5 3 . 7 2x4�� 2 �i � 4x5= 3x8= • 8 20 9 O W8 .�NEc=_ 1�� / VV6 �: ab r r. •• �f I N HI N }{i 16 24 15 25 14 13 12 11 10 0^-5-80 1;9) 3x8= 4x5= 2x4 II 0-5-8(0-1-9) 1341#/-146# 20-7-0 1341#/-151## 20-7-0 9-7-13 16-10-0 19-3-4 22-10-6 29-4-6 33-8-0 9-7-13 7-2-3 I 2-5-4 3-7-2 1 6.6-0 4-3-10 Plate Offsets(X,Y)— [1:0-3-0,0-0-1],[11:0-2-4,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.17 14-16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.40 16-19 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.86 Horz(TL) 0.11 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) I Weight:198 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-2 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-6-9 oc bracing. OTHERS 2x4 SP No.3 WEBS Web Brace:Length(member) 5-11-1(6-14); WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=1341/0-5-8 (min.0-1-9),10=1341/0-5-8 (min.0-1-9) Max Horz 1=135(LC 11) Max Uplift 1=-146(LC 12),10=151(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-20=-2347/400,2-20=-2270/419,2-3=-2090/362,3-4=-2021/377,4-21=-1545/333,5-21=-1462/356,5-22=-1462/352, 6-22=-1555/327,6-7=-1949/358,7-8=-2048/342,8-23=-1957/311,9-23=-1957/311,9-10=-1301/241 BOT CHORD 1-16=-368/2030,16-24=-271/1724,15-24=-271/1724,15-25=-271/1724,14-25=-271/1724,13-14=-263/1766, 12-13=263/1766,11-12=-326/2021,10-11=-8/29 WEBS 2-16=-291/149,4-16=-1/412,4-14=-638/169,5-14=-167/1004,6-14=-648/164,6-12=0/339,8-11=-1085/250, 9-11=-355/2263,8-12=-306/67 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=34ft;eave=4ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-4-6,Interior(1)3-4-6 to 16-10-0,Exterior(2)16-10-0 to 20-2-6,Interior(1)29-4-6 to 33-6-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 3x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 146 lb uplift at joint 1 and 151 lb uplift at joint 10. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss I Truss Type Qty Ply The Cataln 7468 T46 ,Hip 1 1 , i Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 NMTek Industries,Inc. Mon Jul 06 12:41:24 2015 Page 1 12r-Di 6-0-15 ID:2ljojr0BnOLP6dvHge0718zGwi¢QpAStY W 7boUc3lhfiTzAfGrgdgyltt j�apPwJI¢_oP9 0-2-13 6-0-15 631.1-12 ■ 6-11-12 4-4-13 24-5-4 28-10-1 3g 4 3 7_g0 8x14 M18SHS= Scale=1:65.3 8x14 M18SHS= 6.00 12 3x4= 3x6= 2x4 L 3x4= 2 26 27 3 28 4 5 2930 6 31 7 25 ',11S3 — = 3x4 I 124 � \\ 32 3x4 I j Cs1 ,, i \ 88 N_ ii W3 0 W i/ W12 Y mS = AS n +,:��1i1i∎ IV<a%�w. = ;v ', J15 Ic9 o 1447,_ 14 13 1.L�_ - d 20 22 33 19 23 18 34 5x8= 21 4x10= 77 16 3x4= 2x4 'I 10 11 9 5 = 2x4 4x10= 3x4 r 2x4 I I 0- -11) 2x4 II 14 157# USP THD26 OR EQUAL 17-7-14 17-7-14 -0-2-13 6-0-15 13-0-11 20-0.7 24-5-4 28-10-1 32-2-7 35-10-0 0-213 6-0-15 6-11-12 6-11-12 I 4-4-13 I 4-4-13 } 3-4-6 3-7-9 I Plate Offsets(X,Y)— 115:0-2-12,0-2-81,[17:0-2-12,0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/def1 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.09 16-17 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.54 Vert(TL) -0.29 16-17 >999 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.90 Horz(TL) 0.10 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight 304 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-2 oc puffins, except BOT CHORD 2x4 SP No.2*Except* end verticals. B1,B5:2x6 SP No.2,B3:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-11,2-20 OTHERS 2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing LBR SCAB 18-21 2x6 SP No.2 one side be installed during truss erection,in accordance with Stabilizer Installation guide. I REACTIONS. (lb/size) 21=1415/Mechanical,9=1434/0-5-4 (min.0-1-11) Max Horz 21=-57(LC 10) Max Uplift21=-154(LC 12),9=-157(LC 12) Max Grav21=1447(LC 17),9=1434(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-24=-105/66,24-25=-43/74,2-25=-37/88,2-26=-1528/384,26-27=-1530/383,27-28=-1532/382,3-28=-1533/382, 3-4=-1738/419,4-5=-1738/419,5-29=-1742/419,29-30=-1742/419,6-30=-1742/419,6-31=-1526/380,7-31=-1519/381, 7-32=-67/104,8-32=-141/82,1-20=-183/119,9-11=-1389/299,8-11=-225/130 BOT CHORD 20-21=-57/57,20-22=-172/1017,22-33=-172/1017,19-33=-172/1017,19-23=-171/1016,18-23=-172/1014, 18-34=173/1010,17-34=-173/1010,16-17=-15/205,15-16=0/131,5-15=-346/135,14-15=-268/1522,13-14=-183/1085, 12-13=182/1087,11-12=-225/1075,10-12=0/46,9-10=0/75 WEBS 2-19=0/449,2-17=-175/944,3-17=-720/233,15-17=-260/1337,3-15=-53/315,7-13=0/246,7-11=-1543/246, 2-20=-1600/257,6-15=-78/444,6-14=-681/187,7-14=-173/911 NOTES- 1)Attached 8-3-13 scab 18 to 21,front face(s)2x6 SP No.2 with 2 row(s)of 10d(0.131"x3")nails spaced 9"o.c.. 2)Unbalanced roof live loads have been considered for this design. 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=36ft;eave=5ft;Cat.II; Exp B;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-8-12,Interior(1)3-8-12 to 6-0-15,Exterior(2)6-0-15 to 33-10-14,Interior(1)33-10-14 to 35-8-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 154 lb uplift at joint 21 and 157 lb uplift at joint 9. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard I 'Job Truss Truss Type Qty Ply The Catalin 7468 T47 Hip 1 1 , Building Component Supply,Green Cove S 1 i Job Reference(optional) Pangs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Jul 06 12:41:24 2015 Page 1 1 ID:2ljojrOBnOLP6dv 1ge0718zGwiq-QpAStYW7lxiuc3lhflTzAfGg9dlryFL20PwJkz_oP9 -213 4-2-4 8-0-15 14-0-11 20-0-7 26-10-1 31-4-14 32-277 35-10-0 04=13 4-2-4 3-10-12 5-11-12 5-11-12 6-9-10 4-6-14 0-9-9 3-7-9 7x14 MT20HS= Scale=1:69.5 8x14 M18SHS= 6,00 12 3x4= 5x6= 3 24 25 4 26 5 27 28 29 6 3x4 /01 _ i3 / I 3x4 22 ff�� 7 2x4 II % \\ �. 1 I , I. 411 (l `7 W5 0• \. Fit 1,V1 \ 1 i'1? 141 --V� \\\\\\=3).. XX\\\ :vow:: ; 4 1 rl��!�r IaQp 19 18 20 31 32 21 17 16 155 33 13 34 10 35 11 9 d 3x4= 5x6_ 7x10= 4x10= 2x4 ;1 2x4 II 0-W1-12) 2x4 I I 148V14157# 17-W P THD26 OR EQUAL 17-7-14 -0-2-13 _ 8-0-15 14-0-11 20-0-7 26.10.1 32-2-7 35-10-0■ 0-2-13 8-0-15 5-11-12 5-11-12 6-9-10 4 56 I 3-7-9 { Plate Offsets(X,Y)- [5:0-3-0,0-3-4],[11:0-2-12,0-2-0],[14:0-2-12,0-2-8],[17:0.4-0,0-5-0] LOADING(psf) I SPACING- 2-0-0 CSI. DEFL in (loc) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.16 12-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.36 12-13 >999 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.62 Horz(TL) 0.11 9 n/a n/a M18SHS 244/190 BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:307 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-0 oc pudins, except BOT CHORD 2x4 SP No.2'Except' end verticals. B1,B5:2x6 SP No.2,B3:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: WEBS 2x4 SP No.3 T-Brace: 2x4 SP No.3-5-14 OTHERS 2x4 SP No.3 WEBS T-Brace: 2x4 SP No.3-3-17,4-16,6-13,2-18,7-11 LBR SCAB 17-19 2x6 SP No.2 one side Fasten(2X) T and I braces to narrow edge of web with 10d(0.131"x3") nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 19=1415/Mechanical,9=1434/0-5-4 (min.0-1-12) Max Horz 19=-75(LC 10) Max Uplift19=-154(LC 12),9=157(LC 12) Max Grav19=1415(LC 1),9=1485(LC 18) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-22=-74/48,22-23=-16/56,2-23=-12/58,2-3=-1170/315,3-24=-1386/381,24-25=-1386/380,25-26=-1389/380, 4-26=-1391/380,4-5=-1535/405,5-27=-1557/412,27-28=-1553/413,28-29=-1553/413,6-29=-1551/413,6-7=-1357/333, 7-30=-35/36,8-30=-100/31,1-18=-118/79,9-11=-1420/295,8-11=-135/47 BOT CHORD 18-19=-75/75,18-20=-165/745,20-31=-165/745,31-32=-166/745,21-32=-166/743,17-21=-166/743,16-17=-179/1028, 15-16=-32/143,14-15=0/112,5-14=-440/183,14-33=-179/1168,13-33=-179/1168,13-34=-176/866,12-34=-176/866, 12-35=-185/831,11-35=-185/831,10-12=0/36,10-36=0/43,9-36=0/43 WEBS 2-17=-43/649,3-17=-380/100,3-16=-144/731,4-16=-638/208,14-16=-212/1257,4-14=-45/305,6-14=-150/688, 6-13=-273/116,2-18=-1442/304,7-13=-32/573,7-11=-1480/325 NOTES- 1)Attached 8-3-13 scab 17 to 19,front face(s)2x6 SP No.2 with 2 row(s)of 10d(0.131"x3")nails spaced 9"o.c.except:starting at 0-0-12 from end at joint 19,nail 2 row(s)at 7"o.c.for 3-6-13. 2)Unbalanced roof live loads have been considered for this design. 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=36ft;eave=5ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-8-12,Interior(1)3-8-12 to 8-0-15,Exterior(2)8-0-15 to 31-10-14,Interior(1)31-10-14 to 35-8-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 154 lb uplift at joint 19 and 157 lb uplift at joint 9. GtatitRtelg glM breaks including heels"Member end fixity model was used in the analysis and design of this truss. Job Truss Truss Type Oty Ply The Catalin 7468 747 Hip 1 1 Building Component Supply.Green Cove Springs,FL 7 Job Reference(Optional) Run: .620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MTek Industries,Inc. Mon Jul 06 12:41:24 2015 Page 2 ID:2fjo)rOBnOLP6dvHge0718zGwiq-QpAStYW7lxiUc3lh11TzAfGgQdbhnyFL20PwJkz oP9 NOTES- _ 11)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard Job HUSS (truss type Uty , 7466 Ply The Cata lin • 1748 I Hip 1 1 Building Component Supply,Green Cove Springs,FL Job Reference(optional) Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Jul 06 12:41:25 2015 Page 1 1.0-2-13 5.2.4 10-1-0 17-5-8 ID:21jojr0 nOLP6dvHge0718zGlui-2-4 5uX13FgLEDKtDO_Cjtp?AlipAQtUHgBUrBz_oP8 0-2-13 5-2-4 410 12 7-4-8 24-10-0 30-2-4 35-10-0 7-4-8 5-4-4 5-7-12 i 8x14 M18SHS= Scale=1:69.5 8x14 M18SHS= 2x4 6.00,12 3 21 22 23 4 24 25 ilio III . i 2 A,; 20 6 4x5-:-.....••••• w 26 j c. 1 d' 1 7 1N Wr \L W10 2 Y .. u5 co d146..!7.N.\ V.*. ''i& 11:i■ V96. _nr .. • ._ 1618 15 27 14 19 13 28 29 11 10 30 :cg 17 12 8 4x5= 4x5= 4x10= 3x8= 3x6= 0-5 142) 17-7-14 150611/-15711 17-7-14 o_'A p TH Q 4OR EQUAL 10-1.0 17-5-8 0-2113 5-2-4 4-10-12 7-4-8 I 24-10-0 30-2-4 35 10-0 Plate Offsets(X,Y)— [9:0-1-12,0-1-8] 7-4-8 54 4 5 7-12 LOADING 1 (psf) SPACING- 2-0-0 CSI. I DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.13 10-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.30 10-12 >999 180 M18SHS 244/190 BCLL 0.0 • Rep Stress Incr YES WB 0.79 Horz(TL) 0.05 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:347 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-5 oc purlins, except BOT CHORD 2x4 SP No.2*Except* end verticals. B1:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied 0110-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 1-16 OTHERS 2x4 SP No.3 Web Brace:Length(member) 7-9-13(3-14);7-8-12(4-12);7-11-13 LBR SCAB 13-17 2x6 SP No.2 one side (5-10); MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (lb/size) 17=1415/Mechanical,8=1434/0-5-4 (min.0-1-12) Installation guide. Max Horz 17=-94(LC 10) Max Uplift17=-154(LC 12),8=-157(LC 12) Max Gray 17=1486(LC 17),8=1506(LC 18) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-20=-1093/227,2-20=-991/240,2-3=-1322/338,3-21=-1400/395,21-22=-1402/394,22-23=-1403/394,4-23=-1407/393, 4-24=-1407/393,24-25=-1403/394,5-25=-1402/394,5-6=-1363/348,6-26=-1025/240,7-26=-1136/226,1-16=-1533/328, 7-8=-1455/307 BOT CHORD 16-17=-94/94,16-18=-87/105,15-18=-87/105,15-27=-157/997,14-27=-157/997,14-19=-155/1199,13-19=-155/1197, 13-28=-157/1192,12-28=-157/1192,12-29=-164/1163,11-29=-164/1163,10-11=-164/1163,10-30=-167/961, 9-30=-167/961,8-9=-6/16 WEBS 2-15=-700/186,2-14=-18/458,3-14=-229/88,3-12=-113/531,4-12=-555/223,5-12=-93/491,5-10=-188/78,6-10=-17/418, 6-9=-689/202,1-15=-230/1307,7-9=-220/1263 NOTES- 1)Attached 11-11-8 scab 13 to 17,front face(s)2x6 SP No.2 with 2 row(s)of 10d(0.131"x3")nails spaced 9"o.c.. 2)Unbalanced roof live loads have been considered for this design. 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=36ft;eave=5ft;Cat.II; Exp B;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-8-12,Interior(1)3-8-12 to 10-1-0,Exterior(2)10-1-0 to 30-2-4,Interior(1)30-2-4 to 35-8-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)All plates are 3x4 MT20 unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 9)Refer to girder(s)for truss to truss connections. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 154 lb uplift at joint 17 and 157 lb uplift at joint 8. 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply J The Catalin ICI 7468 145 ,Roof Special 1 , 1 Building Component Supply,Green Cove Springs,FL Run:7.620 s I Job Reference(optional) Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Jul 06 1241:25 2015 Page 1 17-0-15 19-0-15 ID:2ljojrOBn0LP6dvHge0718z viq-u?jg5uX13FgLEDKtDO_Cjtp5p1y UHg8UrBz_oP8 -0-7-12 5-5-2 10-4-7 15-7-12 21-2-5 3310.5 0-7-12 5-5-2 4-11-5 26-7-2 31-11-15 33-4-5 36-11-14 5-3-4 5-6-9 5-4-13 5-4-13 1-4-6 3-1-9 i 0-6-0 Scale=1:68.4 6.00 12 10x12= 6x6= 5x6= 5x6= 26 2 27 3 28 29 4 5 30 31 6 32 7 8 2x4 II 1 5x6;25 ,\ 9 ..�ti u• P/ 2 q Nb yy5 � VY10 - W11 Ij!'"14 � a n ro ON ii ::\ = 1 Rap N. 8= 34 14 8 r > = 20 -19 33 18 17 11 2x4 II • o R, 3x6= 4x10- 2x4 2x4 II 4x5= Iw 2423 22 3x5= 2x4 II 0-5-10(Q-1-8) 0-6436-2-0) 0-5-4(0-1-8) 56#/-44 1671#/-229# 17-0-15 19-0-15 1252#/-141# 19-0-15 -0-7-7 5-1-6 5-2-6 10-4-7 15-7-12 21-2-5 26-7-2 31-11-15 33-4-5 36-11-14 0-7-7 5-1-6 01-0 5-2-1 534 5-6-9 5-4-13 i 5-4-13 '1.4-6' 3-7-9 i Plate Offsets(X,Y)- [1:0-2-12,0-2-8],[2:0-6-4,0-3-4],[5:0-3-0,0-3-0],[7:0-2-8,0-0-4],[16:0-2-12,0-2-8],[19:0-2-4,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.08 15-16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -0.22 15-16 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.95 Horz(TL) -0.06 21 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:322 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 4-6-0 oc purlins, except Ti:2x6 SP No.2 end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: B5:2x4 SP No.3,B7:2x6 SP No.2 6-0-0 oc bracing:19-21. WEBS 2x4 SP No.3*Except` WEBS 1 Row at midpt 9-10 W1:2x6 SP No.2 Web Brace:Length(member)4-1-7(8-12); OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing ' be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10=1249/0-5-4 (min.0-1-8),24=22/0-5-10 (min.0-1-8),21=1671/0-5-8 (min.0-2-0) Max Horz 24=48(LC 12) Max Uplift10=-141(LC 12),24=41(LC 22),21=-229(LC 12) Max Gray 10=1252(LC 22),24=56(LC 9),21=1671(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-25=-41/80,25-26=-33/102,2-26=-27/166,2-27=-755/173,3-27=-757/173,3-28=-1238/249,28-29=-1238/249, 4-29=-1238/249,4-5=-1556/306,5-30=-1565/307,30-31=-1565/307,6-31=-1565/307,6-32=-1399/276,7-32=-1395/277, 7-8=-871/170,8-9=-5/2,10.12=-1216/245,9-12=-88/34,1-23=48/117 BOT CHORD 23-24=-74/29,22-23=-70/37,21-22=-69/199,2-21=-1441/340,20-21=-74/0,19-20=-74/0,19-33=-144/755,18-33=-144/755 ,17-18=-22/137,16-17=0/104,5-16=324/127,16-34=-254/1394,15-34=-254/1394,15-35=-146/805,14-35=-146/805, 13-14=-113/591,12-13=-126/559,11-13=0/61,10-11=0/59 WEBS 6-16=-53/275,6-15=-591/188,7-15=-168/935,7-14=-572/159,8-14=-108/708,8-12=-1267/241,4-18=-685/191, 3-18=-134/817,3-19=-993/243,2-19=-235/1367,16-18=-205/1118,4-16=-86/479,1-22=-191/117 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=37ft;eave=5ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-11-2,Interior(1)3-11-2 to 5-1-6,Exterior(2)5-1-6 to 33-10-5,Interior(1)33-10-5 to 36-10-2 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 3x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 141 lb uplift at joint 10,41 lb uplift at joint 24 and 229 lb uplift at joint 21. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Iruss truss type .Qty Ply The Cataln 7468 T44 'Half H' Building Component Supply,Green Cove Springs,FL ! Job Reference(optional) Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Jul 06 12A1:26 2015 Page 1 1 712 5-2-13 7-13-1 5 ID:2ljojrOBnOLP6dvHge0718zGwiq-MBHCIEYNgZyCrNv3njVRG4M9P tl_dVKulNdz_oP7 15-0-2 18-0-5 22-10-14 23-25 30-9-10 35-4-5 38-11-14 0-7-12 5-2-13 I 1-10-9 I 2-7-0 5-3-12 3-0-4 T 4-10,8 0-3-7 7-75 4-6-11 3-7-9 6.00 12 5x6= Scale=1:70.8 4x5= 3x6= 2x4 ■ 3x6= 4x5= 31 2 3 32 33 34 4 5 6 35 36 7 8 9 �� = T) T4 6 I . 1/ 1 2x4 I��/ ., „ �dog/•••17 1 1\1 $ W3 Vte Addrill :,i, n cO cammilimmi 21 ..� 1 �a:w= J •, d 39 1 14 _; ip 24 3x5= 19 17 1142 10 ici c 6 r±4x5 2x4 I I 16 3x5= 4P 29 37 38 28 10x12= 2x4 II 6x8- 2x4 2x4 II 0-5-10(k158.1 2x4 11 281#/0# 0-5-8(0t-51), 1'416/098# ) 2x4 I 1342#/-141#(x 0-5-4(0-1-9) 2x4 I 2x4 16-0-15 141/115 23-2-5 18-415 0-7-7 5-2-13 i 1-10-9' 2-6-0 5-3-12 18-0-5 22-2-5 0,8,814 30-9-10 35-4-5 1 38-1-91 1 0-1-0 4-6-11 3-7-9 0-3-7 Plate Offsets(X,Y)- [2:0-3-0,0-2-0],[10:0-2-0,0-1-4],[14:0-2-0,0-1-8],115:0-2-8,Edge],[21:0-2-4,0-1-81,126:0-2-12,0-3-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.14 20 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.37 20 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.65 Horz(TL) -0.10 25 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight 293 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 SP No.2*Except* end verticals. B2:2x4 SP No.3,B5:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: WEBS 2x4 SP No.3*Except* 1 Row at midpt 3-27 W5:2x6 SP No.2 10-0-0 oc bracing:15-18 OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 9-10 Web Brace:Length(member)6-2-0(2-28);7-4-11(2-29); MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10=1266/0-5-4 (min.0-1-9),30=278/0-5-10 (min.0-1-8),25=1583/0-5-8 (min.0-2-1) Max Horz 30=74(LC 12) Max Uplift10=-141(LC 12),25=-198(LC 12) Max Grav10=1342(LC 17),30=281(LC 17),25=1728(LC 17) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-31=-107/61,2-31=-31/73,2-3=-51/51,3-32=-1349/261,32-33=-1349/261,33-34=-1349/261,4-34=-1349/261, 4-5=-1836/315,5-6=-1836/315,6-35=-1849/321,35-36=-1849/321,7-36=-1849/321,7-8=-1849/321,8-9=-1429/244, 10-12=-1237/236,9-12=-1187/247,1-29=-168/107 BOT CHORD 29-30=-109/38,29-37=-75/58,37-38=-75/58,28-38=-75/58,27-28=-86/199,26-27=-603/190,3-26=-1328/317, 25-27=-381/0,24-25=-381/0,22-24=-48/8,23-26=-49/406,22-23=-49/406,21-22=-50/36,21-39=-261/1349, 20-39=-261/1349,18-20=-261/1349,15-18=-261/1349,15-40=-244/1429,14-40=-244/1429,13-14=-7/36,13-41=-93/53, 12-41=-93/53,19-20=0/71,17-19=0/0,16-17=0/0,11-13=0/45,11-42=-17/117,10-42=-17/117 WEBS 2-28=-66/121,2-29=-71/46,23-25=-881/111,3-21=-259/1604,4-21=-844/237,4-15=-70/602,6-15=-457/178,8-15=-94/513 ,8-14=-815/258,9-14=-290/1702,17-18=0/127 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=39ft;eave=5ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-0-9,Interior(1)4-0-9 to 5-2-13,Exterior(2)5-2-13 to 10-8-15 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)All plates are 3x4 MT20 unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 141 lb uplift at joint 10 and 198 lb uplift at joint 25. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 1 Job (Truss truss Type Uty Ply The Catalin 7468 741 I Half Hip Girder 1 1 I Buitlng Component Supply,Green Cove Springs,FL Job Reference(optional) Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Jul 06_12:41:27 2015 Page 1 10-1-2 12_ 1D:21jojroBnOLP6dvHge0718zGwiq-qOrbVaY0bs43TXUFLROgoluHV r;7c��Funk_dav3z_oP6 6.0.0 9-11-4 13-10-8 1rb5-8 19-0-15 24-3-9 24-9-8 29-8-0 29,11-7 34-9-12 40-1-11 42-1.7. 45-9-0 6-0-0 3 11-4 i 3-11-4 2-7-0 I 2-7-7 5-2-10 0-5-15 4-10-8 0-3-7 4-10-5 5-4-0 1-11-12 3-7-9 ' Scale=1:81.0 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 4x6= NAILED NAILED NAILED NAILED 6.00 12 5x6= 4x10= 4x12= 3x6= NAILED I NAILED I 2x41 I NAILED = NAILED NAILED NAILED NAILED 4x10= NAILEQ NA I ED - 3 5 g40 7 4 4.43 45 9 0 48 49 1 50 1a1 4x5 7 1 4000000000 `+ \ , yy9; qQ 43. 6, . ! 5 _ �,.�� r n8 ,I 24 23� �n i:a 1:.a��ns..i: _°P Zvi I q 27 56 57 56 21 59 60 2 61 62 6318 64 65 17 66 -° N _ r`-. N J�� a� 2X14 4 - AILED 67 ®8 NAILED NAILED 4x10= 143x4 1 3x4 I 3x4 I 3x4= 32 52 53 31 54 30 29 NAILED 4x10= NAILED 5x6= 8x14 M18SHS= NAILED NAILED 3x4 0.5-8(0.178 - 5-45-959-64 139(1/-34 JLED 4x10= NAILED 454 NAILED NAILED NAILED NAILED NAILED 23689-449:4290#-7) NAILED NAILED NAILED NAILED NAILED NAILED NAILED 10-1-2 12-1-2 12-1-2 16-5-8 6.0-0 9.114 13-10-8 13-11-8 19-0-15 24-3-9 24-9-8 29-8-0 6-0-0 3-11-4 i 3-11-4 0-1-02.6.0 I 2-7-7 ' 5-2-10 0-5-15 4-10-8 0'3--77 34-9-12 I 45-4-01 -1 11-12 179 Plate Offsets(X,Y)- [1:Edge,0-1-12J,[2:0-3-0,0-2-01[4:0-3-8,0-1-121[6:0-2-0,0-1-121[7:0-2-0,0-1-8],[11:0-1-12,0-1-8J,[13:Edge,0-3-8J,[17:0-3-8,0-2-0J,[18:0-1-12,0-1-8], [19:0-5-7,0-4-01,123:0-2-0,0-2-12].[24:0-2-8,0-1-12],[25:0-0-8,0-2-01[28:0-3-0,0-6-0],[32:0-2-12,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) -0.41 18-19 >929 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(TL) -1,04 18-19 >368 180 M18SHS 244/190 BCLL 0.0 * Rep Stress Incr NO WB 0.89 Horz(TL) 0.09 13 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:286 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. T2:2x4 SP SS BOT CHORD Rigid ceiling directly applied or 2-5-0 oc bracing. Except: BOT CHORD 2x4 SP No.2*Except* T-Brace: 2x4 SP No.3-25-26 B2:2x4 SP No.1,B5:2x6 SP No.2,B7:2x4 SP SS WEBS T-Brace: 2x4 SP No.3-3-26 WEBS 2x4 SP No.3*Except* Fasten(2X) T and I braces to narrow edge of web with 10d(0.131"x3") W8,W12,W13:2x4 SP No.1,W10,W11,W14:2x4 SP No.2 nails,6in o.c.,with 3in minimum end distance. W7:2x6 SP No.2 Brace must cover 90%of web length. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 13=2088/0-5-4 (min.0-2-7),32=-189/0-5-8 (min.0-1-8),28=4547/0-5-8 (min.0-5-6) Max Horz 32=85(LC 8) Max UpIift13=-490(LC 8),32=-343(LC 18),28=-993(LC 8) Max Gray 13=2089(LC 18),32=139(LC 6),28=4547(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-33=-237/697,2-33=-227/736,2-34=-177/638,3-34=-177/638,3-35=-1077/4662,35-36=-1077/4662,4-36=-1077/4662, 4-37=-360/107,37-38=-360/107,5-38=-360/107,5-6=-360/107,6-39=-3623/889,39-40=-3623/889,40-41=-3623/889, 7-41=-3623/889,7-42=-5298/1267,42-43=-5298/1267,43-44=-5298/1267,8-44=-5298/1267,8-45=-5252/1250, 45-46=-5252/1250,46-47=-5252/1250,9-47=-5252/1250,9-10=-5252/1250,10-48=-5314/1189,48.49=-5314/1189, 11-49=-5314/1189,11-50=-3620/804,50-51=-3620/804,12-51=-3620/804,13-15=-2035/501,12-15=-1950/466, 1-32=-205/512 BOT CHORD 32-52=-124/101,52-53=-124/101,31-53=-124/101,31-54=-1375/382,30-54=-1375/382,30-55=-321/79,29-55=-321/79, 28-29=0/75,26-28=-4363/996,4-26=-2954/746,27-28=-864/214,25-27=-59/2,25-26=-3674/826,25-56=-4543/1041, 24-56=-4543/1041,24-57=107/360,57-58=-107/360,23-58=-107/360,22-23=-889/3623,22-59=-760/3328, 59-60=-760/3328,19-60=-760/3328,19-61=-1189/5314,61-62=-1189/5314,62-63=-1189/5314,18-63=-1189/5314, 18-64=-804/3620,64-65=-804/3620,17-65=-804/3620,16-17=-28/91,16-66=-32/68,15-66=-32/68,21-22=0/91, 21-67=-129/295,67-68=-129/295,20-68=-129/295,19-20=0/98,14-16=0/43,14-69=-16/89,13-69=-16/89 WEBS 2-31=-619/190,3-31=-379/1334,3-30=-139/904,1-31=-726/291,4-24=-1267/5466,6-24=-2159/584,6-23=-890/3659, 7-23=-1362/386,7-19=-421/1865,10-19=-107/0,10-18=-463/187,11-18=-430/1891,11-17=-1393/381,12-17=-863/3921, 26-30=-1312/380,3-26=-3967/845,8-19=-538/200 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=46ft;eave=6ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)All plates are 3x5 MT20 unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)t*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit Cott hi rb iptettgm chord and any other members. Job truss I russ Type Qty Pty The Catalin 7468 141 Had Hip Girder 1 1 -, Job Reference(optional) Buidng Component Supply.Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries.Inc. Mon Jul 0612:41:28 2015 Page 2 NOTES- ID:2ljojr0BnOLP6dvHge0718zGwiq-IaPzjwZeMACw5h3Su8XvLVRSFEvrjh8wzdN8SUh_oP5 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 490 lb uplift at joint 13,343 lb uplift at joint 32 and 993 lb uplift at joint 28. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 10)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 11)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-12=-60,29-32=-20,27-28=-20,22-25=-20,16-19=-20,20-21=-20,13-14=-20 Concentrated Loads(lb) Vert:2=-22(F)5=-82(F)27=-60(F)16=-86(F)31=-24(F)3=-22(F)30=-24(F)23=-76(F)7=-82(F)11=-71(F)17=-86(F)9=-71(F)33=3(F)34=-22(F)35=-22(F)37=-98(F) 38=-97(F)39=-82(F)41=82(F)43=-97(F)44=-97(F)45=-71(F)46=-71(F)48=71(F)49=-71(F)50=-71(F)51=-97(F)52=-179(F)53=12(F)54=-24(F)55=-24(F) 56=-76(F)57=-76(F)58=-76(F)59=-60(F)60=-60(F)61=-86(F)62=-86(F)63=-86(F)64=-86(F)65=-86(F)66=-60(F) Job Truss ;Truss Type Qty Ply The Catal n /s 7468 T42 Here Hip 1 1 , Job Reference{optional) Building Component Supply,Green Cove Springs,FL Run:7.620$Apr 30 2015 Print 7.620$Apr 30 2015 ANN*Industries,Inc. Mon Jul 0612:41:28 2015 Page 1 isa ID:2ljojr0Bn0LP6dvHge0718zGwiq-IaPZjWZeMACw5h3Su8XVLVRV VE5 lZdNBS WZ_0P5 10-1-2 800 1310$ 12-11�b58 21-9-4 249.8 29-8-0 29-11-7 37-6i-12 42-1-7 45-9-0 8-0-0 i 5108 2-7-0 5-3-12 4-10-8 0-3-7 7-7-5 4-6-11 37-9 1 29 Scale=1:80.9 5x6- 4x10= 3x6=3x52=4-9-8 x5= 2x4 i! 3x6= 3x5= 4x6= 6.00 12 2 31 1-7 32 4 53.0433 36 6 7 �` 8 � 9 VII 4x5 m co 22 2d= mh iii 1 I �r� 5 3x5 21 1`17 14 R N !,, Ic4 24 4x6= 19 16 3x8= 11 10 N • s 5x6 :I 6x8= 28 0-5-8(0-1-8) 27 a�___- 2x4 0-5-4(0-1-8) 445#/-21# 3x8= 1969#/_ 2x4 1243#1-135# 101.2 12-146,5-8 29-11-7 12-1-2 I 8-0-0 13-10-8 13-11-B 21-9-4 i 24-9-8 28-11-7 29-8-0 37-6-12 42-1-7 45-9-0 8-0-0 ■ 5-10-8 0-1-02-6-0 ' 5-3-12 3-0-4 4-2-0 0-8-9' 7-7-5 4-6-11 3-7-9 0-3-7 Plate Offsets(X,Y)- [1:0-2-4,0-1-12],[2:0-3-0,0-2-0],[3:0-2-12,0-2-0],[9:0-2-8,0-2-0],[14:0-3-8,0-1-8],[15:0-2-8,Edge],[21:0-2-8,0-2-0],[22:0-2-8,0-1-0],[23:0-2-12,0-2-0], [25:0-3-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.20 18 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.55 14-15 >702 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.89 Horz(TL) -0.10 25 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 I (Matrix-M) Weight:274 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except T2:2x4 SP No.1 end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: B5:2x6 SP No.2 9-11-0 oc bracing:15-18 WEBS 2x4 SP No.3"Except" MiTek recommends that Stabilizers and required cross bracing W6:2x6 SP No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10=1243/0-5-4 (min.0-1-8),28=445/0-5-8 (min.0-1-8),25=1969/0-5-8 (min.0-2-5) Max Horz 28=114(LC 12) Max Upliftl0=-135(LC 12),28=-21(LC 12),25=-235(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-29=-336/24,29-30=-229/35,2-30=-212/53,2-31=-200/110,3-31=-200/110,3-32=-1944/342,4-32=-1944/342, 4-33=1944/342,5-33=-1944/342,5-34=-2737/447,6-34=-2737/447,6-35=-2758/455,7-35=-2758/455,7-8=-2758/455, 8-9=-2156/356,10-12=-1195/227,9-12=-1160/238,1-28=-372/109 BOT CHORD 27-28=-203/128,26-27=-179/1,25-26=0/64,23-25=-1870/431,3-23=-1819/446,24-25=-381/2,22-24=-22/4,22-23=-1/205, 21-22=-177/6,20-21=-342/1944,18-20=-342/1944,15-18=-342/1944,14-15=-356/2156,13-14=-11/68,12-13=-45/112, 19-20=0/71,17-19=0/0,16-17=0/0,11-13=0/40,10-11=-44/34 WEBS 2-27=-280/181,3-27=-167/562,1-27=0/112,3-21=-377/2329,5-21=-854/240,5-15=-119/877,6-15=-461/179, 8-15=-108/660,8-14=-788/248,9-14=-379/2293,17-18=0/126 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=46ft;eave=6ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-8-10,Interior(1)4-8-10 to 8-0-0,Exterior(2)8-0-0 to 14-5-10 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)All plates are 3x4 MT20 unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 135 lb uplift at joint 10,21 lb uplift at joint 28 and 235 lb uplift at joint 25. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard -v■s 0. rusS 1 Nss ype fe -ry The Catakn 7468 T43 Had Hip 1 1 • Buitlrq Component Supply,Green Cove Springs,FL Job Reference(optional) Run:7.620 s Apr 30 2015 Print 7.620 5 Apr 30 2015 MiTek Industries,Inc. Mon Jul 06 12:41:29 2015 Page 1 10-1-2 ID:2ljojrOBnOLP6dvHge0718zGwiq-mmzLwGaG7UKnigdeS28tjzfeel-pA�j4CH7h_yz_oP4 5-1-12 9-11-15 13-10-8 12-11 21-9-4 24-9-8 , 29-8-0 29-11-7 37-6-12 42-1-7 45-9-0 5-1-12 4-10-4 3-10-9 2-7-0 5-3-12 3-0-4 ' 4-10-8 0-3-7 7-7-5 4-6-11 I 3-7-9 I Scale=1:78.9 5x6 4x5= 6x6= 2x4 ! 3x6- 3x5= 4x5= 6.00 3 31 4 T2 32 5 T3 6 7 35 8 9 3x5 29 [ 21JI n 1[� \ I 15 14 _ s R1 `4x5=_24 3x5= 19 17 16 11 10 li 3x5- 6x8= 28 27 26 2x4 I 0-5-k%1 558�(�� as 211) 3x5= 19721-243# 2x4 ' 1124 -x1370 10-1-2 12-1 4P-5.8 29-11-7 12-1-2 9-11-15 13-10-8 13-11-8 21-9-4 24-9-8 28-11-7 29.84 37-6-12 42-1-7 45-9-0 I 9-11-15 3-10-9 0-1-0 2.6-0 I 5-3-12 I 3-0-4 I 4-2-0 0.8.9' 7-7-5 4-6-11 I 3-7-9 Plate Offsets(X,Y)- [3:0-1-8,0-1-41,[5:0-3-0,Edge],[14:0-1-12,0-1-81,[15:0-2-8,0-3-4],[21:0-1-12,0-1-8],[220-1-12,0-1-81,[23:0-2-12,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid i PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.25 27-28 >646 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.63 27-28 >259 180 BCLL 0.0 * Rep Stress Incr YES WB 0.74 Horz(TL) -0.08 25 n/a n/a BCDL 10.0 ! Code FBC2014/TPI2007 (Matrix-M) Weight 293 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: B5:2x6 SP No.2 6-0-0 oc bracing:24-25,22-24,21-22,10-11. WEBS 2x4 SP No.3*Except* 10-0-0 oc bracing:15-18 W6:2x6 SP No.2 WEBS 1 Row at midpt 9-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10=1242/0-5-4 (min.0-1-8),25=1972/0-5-8 (min.0-2-5),28=443/0-5-8 (min.0-1-8) Max Horz 28=143(LC 12) Max Upliftl0=-137(LC 12),25=-243(LC 12),28=-12(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-29=-115/47,29-30=-65/58,2-30=-61/59,2-3=-177/39,3-31=0/188,4-31=0/188,4-32=-1518/277,32-33=-1518/277, 5-33=-1518/277,5-34=-2144/357,6-34=-2144/357,6-35=-2160/363,7-35=-2160/363,7-8=-2160/363,8-9=-1695/284, 10-12=1195/229,9-12=-1162/240,1-28=-150/90 BOT CHORD 27-28=-218/271,26-27=-73/104,25-26=-130/472,23-25=-1432/328,4-23=-1383/343,24-25=-349/0,22-24=-18/3, 22-23=-6/168,21-22=-182/0,20-21=-286/1552,18-20=-286/1552,15-18=-286/1552,14-15=-284/1695,13-14=-9/47, 12-13=-45/75,19-20=0/72,17-19=0/0,16-17=0/0,11-13=0/41,10.11=-27/39 WEBS 2-27=-240/201,3-27=-40/470,2-28=-287/54,3-26=-568/138,4-21=-307/1932,5-21=-852/237,5-15=-85/696, 6-15=-450/175,8-15=-92/537,8-14=-789/250,9-14=-318/1902,17-18=0/125 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=46ft;eave=6ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-8-10,Interior(1)4-8-10 to 9-11-15,Exterior(2)9-11-15 to 16-5-9 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)All plates are 3x4 MT20 unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 137 lb uplift at joint 10,243 lb uplift at joint 25 and 12 lb uplift at joint 28. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Floor" i BEAM SCHEDULE anu PIotID Length Product Piles ST--) BM1 8-00-00 LVL 1 3/4"x 16" 2 USP BM2 12-00-00 LVL 1 3/4"x 16" 2 USP BM3 20-00-00 LVL 1 3/4"x 16" 2 USP BM4 24-00-00 LVL 1 3/4"x 16" 2 79-11-00 9-00-00 31.09.08 ,1 . I II .c I/IIq / i / / %I-A• bbl: eIII TAW'WAWA'%/'�1 1 1. \I:VII I ` ,_II i , . II III a r. 111 I,I�•I -Ii•II J ql IIII -J " /'MB rI III III IIII "a`0 CO I, 10 &04�10 to r IIII ' 1 p 4 _III IIII �► �'� -�i � ffff mvi iii 1 III �i• ° ' 1 I� 1. 4, 643"*„. - - In ,_ ,;... ' TOP CHORDS T46 12'1-1/6" TM0" `� 'I 12-02.00 iii I NI I ta7 CLG '"�° III°m ua K -in III i I: 18-04.00 I T48 irox li III EJ06E it 1 T49 ,- II 41 iirtg TSOA S r • -1 FGE01 ,�i 1 i_ �� T50B I' ,-0 �I , , Mai F05 o II , WPM" 24 II 1 III III 1 • 24 ATTIC ACCESS I., .i F05 III 1 ', r DOOR maze '''' }�� 2a ,a■ T50C PB01 / i 'ie�1 II C 1-1 m n�oae '' _I 1- 111 .D• 2•'` " ICI I F07 II-t�� 1"0,-12 _i A 1 . a IIMPON1932-12 2- II T• III I= I / 2. I'�-I :� _ , y r' 2. 11 1�� i\ r. 2.10 t2 I 111i P809 -lain I F1 1. I T56 FF- _ r`_� 2 II •� C �`��I f10 T56 jam I 2 Im- - r I91 T58 I r10 2 • - F,0 I II � i1 2 4-07-00 7-06-00 19.11-00 79.11-00 FIRST FLOOR S CALE: I r 'ruse Connector List Product Qty Roof Truss .nnector List MSH422 2 Manuf Product Itty S THD26 3 USP JUS24 7 BCS THD26-2 1 USP THD26 32 1 THD46 8 USP THDH26-2 1 Cl, BUILDING COMPONENT SUPPLY, INC, ∎' ® 4627 JP HALL BLVD. SUITE 2048 9-05-00 15-09-00 GREEN COVE SPRINGS, FL 32043 v.13-11-08 QQ 4•„-� ' 0: 904.297.9390 T I � } F: 904.529. 1 406 PARAPET _�. F a iii 0 BEARING HEIGHTS W N II 135 w I 1 O I 1 1 /811 T35 W =Z-= 1 21- 1 1 /8 I T35 $ T35 1„ .� MINIIIMOWIIMMigna"t M. / F02 �,_■® i I�///// OPEN TO - ABOVE I ' -�.�� THIS IS A TRUSS PLACEMENT ' DIAGRAM ONLY. ail These trusses are designed as FTOZ individual building components to be 13-06-00 incorporated into the building design at FTGOt the specification of the building I designer. See individual design sheets i Fro3 for each truss design identified on the ■ ”- PARAP! — placement drawing.The building '�"�'�'�+��+�� I - designer is responsible for temporary -os nIrimI m'F ml rI $ s ot-0o 70 and permanent bracing of the roof and III S floor system and for the overall N structure.The design of the truss s LL X10 PITCH CIT support structure including headers, -00 REQUBMO beams, walls, and columns is the p responsibility of the building designer. E.110 FOR For general guidance regarding bracing, consult"Bracing of Wood l t ' -4 Trusses"available from the Truss Plate Institute, 583 D'Onifrio Drive; Madison, FT04 1-04-00 W 1 53179. Loa F704 104-00 .00 i Fro4 1 ATTENTION. $ Refer to truss layout and engineering FT04 t 00 documents that arrive with delivered `0° FT04 1 field trusses. 100 8 i Unless noted otherwise, all beams are Frog 1-I by others. F104 FTG04 1• . = I 1-00 CL CLIENT TOLL BROTHERS git '-12 FT04 1• .• tl r Q . ' FT04 1• °p ' =W ALANTIC BEACH I -_ - 0 SUBDIVISION COUNTRY CLUB FT04 1 -00 FT04 1.I • MODEL CATALINA FT04 1. 00 "-f1(I_M , F104 1-04-00 ELEVATION CARIBBEAN 0 FT04 1-0/ ,-06 \ 6-01-00 1 DRAWN BY aao,oo 4-10-00 LOT # C J R I DATE AYDUT 161 07/0 1 /201 5 REF# j 7468 17-07-00 4-02-11 8*.' a 4-06-04 Fsi ier ALL HIP JACKS SET BACK 3/4" �4Il�r' 0 FROM HIP RIDGES LINE /I'° Fins 4 ,h 11-06-08 F ins 1 Fats ,_ Rims= %�GO�// i%/%/IV////�_ I 1` / THDH28.2 j) II /� 16-00-00 ° 0 I / i Q 1 // 8 I DORMER TRUSSES LINE UP It lq 8 TO BEAR ON TRUSSES BELOW ii I� 1 D02 I P 002 I . % D02 I-II 1- H I• /∎44111 D01 /o / CD CO A n n n CO N v F- IH I- I- F F F F / 41■117/2111510121111661/2221PAIAMINWAIWWIWAIMIAVAISSFAI• 408-00 FIRST FLOOR SCALE: N- i, 51-07-00 16-05-05 3-05-00 3-10-00 6-01-00 g o L l 't f $ 1 " k N 1 " 1 N g BCS ' BUILDING COMPONENT SUPPLY, INC, i6025.riii iiiA Iiy EiiIiAMiZWiwiii ,j, U• ♦` 4627 JP HALL BLVD. SUITE 208 O GREEN COVE SPRINGS, FL 32043 H F h; 0: 9 0 4.297.9390 F: 904.529. 1 406 ki 2 6 :t I 1 • BEARING HEIGHTS 1 1 1 6., N 0 . ' , . ,. b s ///// 6 f 1 8, ,. �� 1 91-311 AMIEF.:_5. / ' j I-j — — Pr 4 r 2-00-05 2 ']I I '/ d, THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. Ed06 These trusses are designed as individual building components to be / incorporated into the building design at THD26 T22 , the specification of the building o o ^I designer. See individual design sheets prw72micari W , ,Z, 200 05 for each truss design identified on the placement drawing.The building Tot l I I designer is responsible for temporary EJO6C I and permanent bracing of the roof and A_l floor system and for the overall EJO6B I structure.The design of the truss support structure including headers, beams,walls, and columns is the EJ06B responsibility of the building designer. For general guidance regarding bracing, consult"Bracing of Wood EJ06B Trusses"available from the Truss Plate . 00 I Institute, 583 D'Oni31 Drive; Madison, 51100 i WI 53179. ,1 EJO6B 1 ATTENTION. a\� I Refer to truss layout and engineering \ EJO6C I documents that arrive with delivered I field trusses. I _ - 1 N Unless noted otherwise, all beams are Ifh N k: � 1 \ TO1 I by others. I I ■31 W W, •yO )l 2,II ,~ CLIENT TOLL BROTHERS \ ALANTIC BEACH SUBDIVISION COUNTRY CLUB MODEL CATALINA .0-10-00 6-01-00 ELEVATION CARIBBEAN 51-07-00 DRAWN BY L O T # C J R DATE 4YO UT 161 07/0 1 /20 1 5 REF# 1 7468 DATE 07/09/15 PAGE 1 �.�� BUILDING COMPNENT SUPPLY ORDER#7468 Bcs GREEN COVE SPRINGS, FL 32043 �Y1..� CQ� 1 9u_CUk:;aM=_He.-E.r=; is:. 904-297-9390 s Toll Brothers JOB NAME:The Catalin LOT# 161 SUBDIV:Alantic Beach Country D MODEL: TAG:Caribbean JOB CATEGORY: T , ° Reaction Summary ROOF TRUSSES f PROFILE I QTYI PITCH I TRUSS ` Joant Number PLY I ID I REACTIONS Max Gravity Max Uplift Joint 1 Joint 2 Joint 3 t 1 6.00 0.00 CJO2A 79.5010 49.5510 36.0560 -19.5840 -0.6270 ® Joint 6 Joint 7 Joint 8 Joint 10 Joint 11 2 3.00 6.00 1)01 164.8430 236.1580 287.3720 124.1630 243.8490 -38.0240 -132.6470 -113.6750 _ Joint 4 Joint 5 Joint 6 Joint 7 3 3.00 6.00 D02 209.1300 545.7180 430.4320 181.1070 -44.1730 -114.8570 -111.3200 Joint 1 Joint 2 Joint 3 1 6.00 0.00 EJ01 79.5000 49.5500 36.0560 -19.5830 -0.6270 Joint 1 Joint 2 Joint 3 13 6.00 0.00 EJO2 78.5430 48.8960 35.6030 -16.9360 -23.5200 -16.0910 Joint 3 Joint 4 Joint 5 1 6.00 0.00 EJO2A 52.2560 35.1840 72.7090 -17.9690 -12.9550 Joint 2 Joint 3 Joint 4 1 0.00 0.00 EJO2B 53.0150 35.5330 72.7090 -23.7190 -16.0970 Joint 1 Joint 2 Joint 3 1 6.00 0.00 EJO4 157.5030 102.7190 73.0070 -40.5170 Joint 1 Joint 2 Joint 3 3 6.00 0.00 EJ05 178.3310 116.9010 82.8770 -46.1000 Joint 1 Joint 2 Joint 3 6 6.00 0.00 EJ06 237.5010 157.1790 110.9190 -59.8300 -70.8260 -40.3330 ler Joint 1 Joint 3 Joint 4 1 6.00 0.00 EJO6A 413.2970 57.3440 17.1270 -153.4990 -26.4850 -4.2170 Joint 1 Joint 2 Joint 3 5 6.00 0.00 EJO6B 234.1660 154.9090 109.3380 -58.9300 -69.8340 -39.8240 11= Joint 1 Joint 3 Joint 4 C � 2 6.00 0.00 EJO6C 234.1670 54.8440 179.3230 -71.1870 -25.3300 -80.1790 /i11= Joint 1 Joint 3 Joint 4 1 6.00 0.00 EJO6D 293.8270 77.3450 157.1610 -19.5520 -35.7220 -14.5530 _ iiefi Joint 1 Joint 3 Joint 4 2 6.00 0.00 EJO6E 293.8270 18.1240 216.3820 -6.0360 -8.3710 -46.6660 Joint 1 Joint 2 Joint 3 6 6.00 0.00 EJO6F 293.8270 156.1580 109.9070 -1.2550 -64.7680 Joint 1 Joint 4 Joint 5 gielIC 1 6.00 0.00 EJO6G 293.8270 57.3430 177.1620 -6.8100 -24.6530 -26.9300 Joint 1 Joint 3 Joint 4 7 6.00 0.00 EJO6T 237.5000 131.2440 107.6610 -0.5850 -43.5910 -8.3230 _' ` DATE 07/09/15 PAGE 2 BUILDING COMPNENT SUPPLY ORDER#7468 B C S 4627 J.P. HALL BLVD GREEN COVE SPRINGS, FL 32043 IL-Cira coN'cNG-SUP:LY,INC. 904-297-9390 Toll Brothers JOB NAME:The Catalin LOT# 161 SUBDIV:Alantic Beach Country s o MODEL: TAG:Caribbean JOB CATEGORY: L r 1°..', Reaction Summary ROOF TRUSSES I PROFILE QTYI PITCH I TRUSS I Joint Number I PLY I ID REACTIONS Max ax Uptifl Gravity M mot' Joint 1 Joint 3 Joint 4 4 6.00 0.00' EJO6TA 237.5000 141.5400 107.9440 -0.5850 -50.3120 -1.6010 Joint 1 Joint 2 Joint 3 1 6.00 0.00 EJO8 238.3390 157.6010 111.7260 -0.4770 -61.9370 Joint 2 Joint 3 Joint 4 4 6.00 0.00 EJO9 82.3910 93.8600 337.8550 -10.1690 -81.2310 /r Joint 3 Joint 4 Joint 6 �j_ 1 6.00 0.00 EJO9A 57.3440 178.6980 227.2920 -26.4850 -43.5720 Joint 1 Joint 5 ® 4 3.00 0.00 EJ10 238.9520 236.5910 _ -27.7780 -39.2530 P Joint 2 Joint 3 Joint 4 1= 2 6.00 0.00 EJ 13 63.8420 46.8770 77.4130 -52.3160 -31.5120 -6.0180 Joint 9 Joint 15 1 6.00 0.00 FT01 1396.9510 1280.0490 -203.2450 -135.6160 Joint 10 Joint 17 1 6.00 0.00 FT02 1396.9510 1280.0490 -215.5810 -129.5530 Joint 1 Joint 9 1 6.00 0.00 FT03 1330.1130 1984.3870 -125.0400 -341.3550 Joint 12 Joint 20 ®� 14 -0.25 0.00 FT04 1464.6550 900.0120 -218.8550 -107.0920 Joint 4 Joint 5 1 0.00 0.00 FT05 512.1880 512.1880 lEri Joint 5 Joint 7 5 0.00 0.00 FTO6 794.9360 208.4050 -61.6530 � Joint 6 Joint 8 1 0.00 0.00 FT07 339.6670 289.1330 Joint 5 Joint 6 1 0.00 0.00 FT08 458.7500 458.7500 Joint 1 Joint 5 ® 1 6.00 0.00 FT39 2304.5270 2543.7320 -288.8640 -296.3530 tiMmilm 1 Joint 1 Joint 8 2 Ply 6.00 0.00 FTGO1 1778.1890 3852.7280 -194.5910 -667.8820 _ �`� 1 Joint 5 Joint 8 2 Ply 0.00 0.00 FTGO2 2013.4890 1786.4180 1 Joint 12 Joint 21 3 Ply -0.25 0.00 FTGO3 1 5110.9650 1983.6910 i _'--` DATE 07/0915 PAGE 3 BUILDING COMPNENT SUPPLY ORDER#7468 B C S 4627 J.P. HALL BLVD GREEN COVE SPRINGS, FL 32043 904-297-9390 s Toll Brothers JOB NAME:The Catalin LOT# 161 SUBDIV:Alantic Beach Country D o MODEL: TAG:Caribbean JOB CATEGORY: L LY Reaction Summary ROOF TRUSSES PROFILE QTY PITCH TRUSS I Joint Number I PLY ID I REACTIONS Max Gravity Max Uplift 1 .",�,y�� 1 Joint 13 Joint 22 3 Ply -0.25 0.00 FTG04 4362.6500 1248.9430 1 Joint 12 Joint 13 Joint 14 Joint 15 Joint 16 2 Ply -0.25 0.00 FTG05 2614.5930 91.3510 164.2750 375.4120 317.8590 -527.3730 -330.0450 1 Joint 6 Joint 10 2 Ply 0.00 0.00 FTGO6 2369.3740 2164.4800 Joint 6 Joint 9 1 0.00 0.00 FTG07 878.3790 479.8640 - t -- Joint 1 Joinn 2 Jot 2 Joint 3 5 4.24 0,00 HJ01 45.7310 32.4090 31.6680 -49.0370 -14.9870 -16.4480 fie Joint 1 Joint 2 Joint 3 2 4.24 0.00 HJO1A 142.3730 49.3500 35.0130 -5.2980 -18.6210 -0.3100 Joint 1 Joint 2 Joint 3 1 5.54 0.00 HJ03 118.2360 92.3170 64.3990 -0.8370 -42.1500 Joint 2 Joint 3 Joint 5 1 4.24 0.00 HJ04 36.6940 38.1760 38.1750 -17.7620 -24.7500 -22.0670 Joint 2 Joint 4 5 6.00 0.00 P601 253.9470 212.6170 -26.0200 -42.1540 _ Joint 2 Joint 4 2 6.00 0.00 PB02 252.2980 210.9340 -25.9970 -41.8090 _ ® Joint 2 Joint 5 1 6.00 0.00 P603 253.9470 212.6170 -28.1460 -40.0280 ® Joint 2 Joint 5 Joint 6 1 6.00 0.00 PB04 164.6730 82.7990 219.0920 -30.1320 -25.9340 -22.4560 Joint 2 Joint 5 Joint 6 1 6.00 0.00 PB05 96.6440 151.9880 217.9330 -40.6810 -40.0340 -19.0490 Joint 2 Joint 9 Joint 10 Joint 11 1 6.00 0.00 PB06 140.3210 91.6270 329.4300 354.3790 -17.3760 -86.6080 -85.3280 Joint 2 Joint 9 Joint 10 1 6.00 0.00 PB07 185.6110 108.8340 426.4900 -90.7150 -115.9790 Joint 2 Joint 6 Joint 7 Joint 8 1 6.00 0.00 PB08 106.8280 148.1270 401.4710 166.8500 -37.4100 -31.8640 -93.5150 -20.9860 _ Joint 2 Joint 7 Joint 8 Joint 9 1 6.00 0.00 P809 103.4240 134.2060 342.4050 249.9530 -15.1940 -30.5540 -74.2980 -40.5200 ® Joint 2 Joint 7 Joint 8 Joint 9 1 6.00 0.00 PB10 95.7060 137.7970 344.9280 258.4550 -32.1920 -61.5790 -51.6250 BUILDING COMPNENT SUPPLY DATE 07/09/15 PAGE 4 ORDER#7468 B C S 4627 J.P. HALL BLVD GREEN COVE SPRINGS, FL 32043 J..01h$ccN.ph[h-EuP=:v.ac. 904-297-9390 Toll Brothers JOB NAME:The Catalin LOT# 161 SUBDIV:Alantic Beach Country L MODEL: TAG:Caribbean JOB CATEGORY: D T , Reaction Summary ROOF TRUSSES I PROFILE I OTYI PITCH I TRUSS I t Joint Number I I PLY( I l ID I REACTIONS Max Gravty Max Uplift Joint 1 Joint 4 2 6.00 0.00 T01 187.4500 206.3790 -99.4030 -109.5260 Joint 1 Joint 5 1 6.00 0.00 102 1522.6190 1522.6360 -665.2090 -665.2170 Joint 1 Joint 4 1 6.00 0.00 103 796.6660 796.6660 -88.0500 -88.0.500 ® Joint 1 Joint 6 1 6.00 0.00 104 791.6660 791.6660 -87.4680 -87.5270 Joint 1 Joint 8 do 1 6.00 0.00 105 782.5000 782.5000 -85.2790 -87.6900 Joint 1 Joint 6 1 6.00 0.00 106 785.8330 785.8330 -82.9920 -90.7150 �C� Joint 1 Joint 7 1 6.00 0.00 107 1615.2440 2280.9920 -246.7210 -532.4680 Joint 1 Joint 9 1 6.00 0.00 108 1177.5000 1177.5000 -129.7540 -130.5290 f� Joint 1 Joint 8 ' 1 6.00 0.00 109 1177.5000 1177.5000 -128.3450 -131.9380 Joint 1 Joint 7 1 6.00 0.00 T10 1177.5000 1177.5000 -125.9570 -134.3260 .%16;iT� Joint 1 Joint 7 11I, 23 1 6.00 0.00 111 1177.5000 1177.5000 -122.5890 -137.6940 /IG „ Joint 1 Joint 9 G�ISY� 1 6.00 0.00 112 1177.5000 1177.5000 -121.1610 -139.1220 Joint 1 Joint 9 1 6.00 0.00 T13 1177.5000 1177.5000 -124.8760 -135.4070 /fXf� Joint 1 Joint 9 �Y!9 1 6.00 0.00 T14 1177.5000 1177.5000 _ -127.3390 -132.9440 /fJ� Joint 1 Joint 8 �V� 1 6.00 0.00 T15 1177.5000 1177.5000 _ -127.3390 -132.9440 ® 1 Joint 1 Joint 9 2 Ply 6.00 0.00 T16 1995.8210 6526.4090 -231.0310 -806.0380 Joint 1 Joint 9 4 6.00 0.00 T17 1346.6670 1346.6670 -148.8380 -148.8380 I� Joint 1 Joint 9 � Cl1. 1 6.00 0.00 118 1340.8340 1340.8340 -147.3030 -149.0840 BUILDING COMPNENT SUPPLY DATE 07/09/15 PAGE 5 ORDER#7468 B C S 4627 J.P. HALL BLVD GREEN COVE SPRINGS, FL 32043 13u..0.3 c:No:NCN-sw=: uz. 904-297-9390 s Toll Brothers JOB NAME:The Catalin LOT# 161 SUBDIV:Alantic Beach Country ° MODEL: TAG:Caribbean JOB CATEGORY: D ° Reaction Summary ROOF TRUSSES PROFILE OTY PITCH TRUSS Joint Number PLY I l ID I l REACTIONS Maztiplittty Joint 1 Joint 10 1 6.00 0.00 T19 1340.8340 1340.8340 -145.6200 -150.7670 Joint 7 Joint 11 1 6.00 0.00 T20 761.6660 796.8720 -45.9320 -122.4320 Joint 7 Joint 11 1 6.00 0.00 T21 761.6660 782.0010 -45.9320 -122.4320 Joint 16 Joint 17 Joint 19 Joint 20 1 6.00 0.00 T21A 200.3090 550.4290 556.6040 220.4240 • -74.9220 -44.5030 -65.8450 Joint 1 Joint 3 1 6.00 0.00 T22 964.4420 1035.5590 -96.0340 -154.4970 Joint Joint 4 ® 1 6.00 0.00 T23 190.4380 210.0640 -78.2290 -85.0870 Joint 1 Joint 5 1 6.00 0.00 T23A 254.2790 216.5180 -13.4860 -56.4430 1 Joint 1 Joint 6 2 Ply 6.00 0.00 T24 5443.6040 5184.7300 -663.8120 -642.3230 Joint 1 Joint 8 1 6.00 0.00 T25 680.8330 680.8330 -73.7920 -76.7040 Joint 1 Joint 5 ® 1 6.00 0.00 T26 2442.8810 1972.0760 -_-___-- -- -382.4900 -312.6320 Joint 1 Joint 5 1 6.00 0.00 T27 354.7680 354.7650 -168.9830 -168.9880 Joint 1 Joint 5 1 6.00 0.00 T28 418.3350 418.3350 -46.1800 -46.2920 Joint 1 Joint 5 1 6.00 0.00 T29 412.5010 412.5010 -41.8650 -49.3170 -Joint 1 Joint 5 1 6.00 0.00 T30 417.1090 417.2270 -40.6880 -84.6990 - -- Joint 1 Joint 4 1 6.00 0.00 T31 412.5010 412.5010 -26.9920 -66.4600 Joint 1 Joint 5 1 6.00 0.00 T32 412.5010 412.5010 -16.4710 -74.7120 Joint 1 Joint 5 1 6.00 0.00 T33 412.5010 412.5010 -27.8620 -63.3210 Joint 1 Joint 5 1 6.00 0.00 T34 489.1340 694.1140 -61.8030 -104.6980 DATE 07/09/15 PAGE 6 ® BUILDING COMPNENT SUPPLY ORDER#7468 Bcs 4627 J.P. HALL BLVD GREEN COVE SPRINGS, FL 32043 E..c, c_,=_,.-SUPPLY,IAJ. 904-297-9390 Toll Brothers JOB NAME:The Catalin LOT# 161 SUBDIV:Alantic Beach Country o MODEL: TAG:Caribbean JOB CATEGORY: L D Reaction Summary ROOF TRUSSES I PROFILE I OTYI PITCH I TRUSS I I REACTIONS Joint Ma GravOy PLY I ID Max Uplift Joint 1 Joint 3 6 6.00 0.00 T35 550.0000 550.0000 -197.9870 -197.9870 Joint 1 Joint 5 1 6.00 0.00 T36 517.5010 517.5010 -56.8840 -57.5090 Joint 6 Joint 8 1 6.00 0.00 T37 515.0010 515.0010 -55.7950 -58.0450 Joint 6 Joint 8 1 6.00 0.00 T38 515.0010 515.0010 -52.7170 -61.7570 Joint 4 Joint 5 1 6.00 0.00 140 234.9200 211.6430 -154.2540 -113.7770 Joint 13 Joint 28 Joint 32 1 6.00 0.00 T41 2088.5470 4547.0860 139.3780 -489.9980 -992.5740 -343.2640 Joint 10 Joint 25 Joint 28 1 6.00 0.00 T42 1242.9540 1968.7430 444.9700 -135.0330 -235.4200 -21.4840 Joint 10 Joint 25 Joint 28 1 6.00 0.00 T43 1242.0830 1971.6570 442.9260 -136.9900 -243.3150 -11.6330 Joint 10 Joint 25 Joint 30 1 6.00 0.00 T44 1341.8720 1728.4790 280.5680 -141.2680 -198.0230 Joint 10 Joint 21 Joint 24 1 6.00 0.00 145 1251.9270 1670.8660 55.6060 -141.3680 -228.7290 -41.0980 7R1 Joint 9 Joint 7� 1 6.00 0.00 T46 1434.3780 1444 7.3310 -156.6670 -154.3910 Joint 9 Joint 19 1 6.00 0.00 T47 1485.4020 1411 5.3600 -156.6670 -154.3910 ® Joint 8 Joint 1 6.00 0.00 T48 1506.0010 1488 5.5160 -156.6670 -154.3910 ® Joint 6 Joint 10 1 6.00 0.00 T49 796.8160 728.1520 -155.5350 -0.1750 Joint 7 Joint 11 1 6.00 0.00 T50A 900.0700 808.9610 -158.9740 -16.8490 ® Joint 8 Joint 12 1 6.00 0.00 T5OB 966.6460 875.1310 -164.5300 -26.2150 ® Joint-1158.9740 Joint 8 Joint 12 4 6.00 0.00 T5OC 151.9620 969.8010 1141.8640 -151.3050 -149.4150 ® Joint 1 Joint-18513050 Joint 12 1 6.00 0.00 T5OD 199.7870 957.1760 1108.1260 -151.2190 -136.8760 DATE07/09/15 PAGE 7 BUILDING COMPNENT SUPPLY ORDER#7468 B C S 4627 J.P. HALL BLVD GREEN COVE SPRINGS, FL 32043 Bu-m4.3 c:v?:nEn-s�Foo.in:. 904-297-9390 ,mss Toll Brothers JOB NAME:The Catalin LOT# 161 SUBDIV:Alantic Beach Country L MODEL: TAG:Caribbean JOB CATEGORY: D ° Reaction Summary ROOF TRUSSES I PROFILE 1 QTYI PITCH ` TRUSS I I REACTIONS joint NfjamxbGrrayit l PLY I ] ID Max Uplift Y Joint 1 Joint 8 Joint 12 1 6.00 0.00 T51 241.9910 882.9460 1145.4970 -147.9200 -140.1510 • ® Joint 1 Joint 7 Joint 10 1 6.00 0.00 T52 477.4230 658.3230 1156.3630 -124.6790 -124.6880 ® Joint 1 Joint 8 Joint 11 1 6.00 0.00 T53 476.5830 658.9140 1154.8010 -121.7630 -124.3360 Joint 1 Joint 9 Joint 18 1 6.00 0.00 TM 417.0980 741.0350 1493.3810 -133.2210 -164.2890 Joint 1 Joint 9 Joint 19 1 6.00 0.00 T55 377.1290 841.4950 1670.3110 -140.4250 -168.4320 Joint 1 Joint 10 Joint 20 4 6.00 0.00 T56 376.5470 809.2270 1658.8870 -136.7410 -167.2640 ® Joint 1 Joint 9 Joint 13 1 6.00 0.00 T57 458.2200 833.8580 1396.2800 -137.5720 -161.4700 ...111llIIIIIIIIIIIIIII Joint 1 Joint 26 Joint 27 Joint 28 Joint 29 1 6.00 0.00 T58 106.3060 40.6130 105.8670 108.5620 106.6390 _ -8.2420 -15.4880 -18.9080 -17.6910 Joint 1 Joint 7 ® 1 6.00 0.00 T61 1854.4230 1822.3510 -340.2170 -338.1190 ,sue.` Joint 1 Joint 11 �\� 1 6.00 0.00 T62 899.1490 899.1490 _ -104.0830 -134.5190 ie --I Joint 1 Joint 4 1 6.00 0.00 T63 260.7750 221.6900 -67.4180 -70.0920 FLOOR TRUSSES FLOOR I QTY I DEPTH I Joint Number Max Gra PROFILE PLY ID REACTIONS Max Upl ity � � 01-04-00 Joint 7 Joint 12 CT MT 1 F01 I 515.2060 515.2060 01-04-00 Joint 5 Joint 10 MEM 1 F02 395.2100 395.2100 `il�-2 01-04-00 Joint 6 Joint 11 8 F03 501.2270 495.0230 1 M�,�� 01-04-00 Joint 5 Joint 10 1 F04 416.2510 416.2510 6=1=1=21 01-04-00 Joint 8 Joint 15 4 F05 816.1460 816.1460 • DATE07/09/15 PAGE 8 ..A Pik., BUILDING COMPNENT SUPPLY ORDER#7468 B C S 4627 J.P. HALL BLVD GREEN COVE SPRINGS, FL 32043 r c s e.,.c;na c:vP:KE\--_P=e.IN:. 904-297-9390 Toll Brothers JOB NAME:The Catalin MODEL: TAG:Caribbean LOT# 161 SUBDIV:Alantic Beach Country c JOB CATEGORY: I Reaction Summary FLOOR TRUSSES I FLOOR QTY DEPTH REACTIONS Joint Max Gravity PROE PLY I ID I Max Uplift I® 01-04-00 Joint 11 Joint 20 1 F06 1021.1430 1021.1430 01-04-00 Joint 14 Joint 23 2 F07 1002.0770 1569.6200 ® 1 01-04-00 Joint 14 Joint 23 1082.5490 1468.9830 ® 01-04-00 Joint 13 Joint 23 2 F09 1198.7690 1204.9990 01-04-00 ® Joint 14 Joint 24 5 F10 1216.2600 1216.2600 01-04-00 Joint 4 Joint 6 j i II 1 FG02 1316.6100 1223.3880 01-04-00 Joint 11 Joint 12 Joint 13 Joint 14 Joint 15 1 FGE01 131.4280 165.7190 158.5030 160.4970 -4.4250 ® 01-04-00 Joint 18 Joint 19 Joint 20 Joint 21 Joint 22 1 FGE02 44.3950 155.5810 161.6230 159.5820 160.1070 ITEMS QTY ITEM TYPE I SIZE LENGTH FT-IN-16 PART NUMBER I NOTES 2 SS-LMATL i BM1-onCENTER®LVL 08-00-00 2 SS-LMATL I BM2-onCENTER®LVL 12-00-00 L 2 SS-LMATL BM3-onCENTER®LVL 20-00-00 2 SS-LMATL BM4-onCENTER®LVL 24-00-00 7 Hanger JUS24 2 Hanger MSH422 35 Hanger THD26 1 Hanger THD26-2 8 Hanger THD46 1 Hanger THDH26-2 1