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1698 MARITIME OAK DT - TRUSS Building Component Supply, Inc. 4627 J.P. Hall Blvd. Suite 208 B CS Green Cove Springs, FL 32043 Tel: (904) 297-9390 BU!ICING CGkP05EM SUPPLY,INC. Re : 7035 Date: 05/14/15 Site Information: Project Customer: Toll Brothers Model Name :ABCC-The Catalina Lot/Block: 119 Subdivision :Atlantic Beach 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/TPI2007 Design Program: 7.60 Oct 3 2014 Roof Load: 40.0 psf Floor Load: 60.0 psf Wind Code: MWFRS(Directional)/C-C hybrid Wind ASCE 7-10 Wind Speed: 130 mph This package includes 135 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 CJO1 A0027607 24 05/14/15 FG04 A0027630 47 05/14/15 T16 A0027671 2 05/14/15 CJ01A A0027608 25 05/14/15 HJO1 A0027646 48 05/14/15 T17 A0027672 3 05/14/15 CJO1B A0027609 26 05/14/15 HJO3 A0027647 49 05/14/15 T18 A0027673 4 05/14/15 CJO2 A0027610 27 05/14/15 HJO3A A0027648 50 05/14/15 T19 A0027674 5 05/14/15 CJO3 A0027611 28 05/14/15 HJO3B A0027649 51 05/14/15 T20 A0027675 6 05/14/15 CJO5 A0027612 29 05/14/15 HJO4 A0027650 52 05/14/15 T21 A0027676 7 05/14/15 CJ21 A0027613 30 05/14/15 HJO7 A0027651 53 05/14/15 T22 A0027677 8 05/14/15 CJ23 A0027614 31 05/14/15 HJ27 A0027652 54 05/14/15 T23 A0027678 9 05/14/15 CJ25 A0027615 32 05/14/15 TO1 A0027656 55 05/14/15 T24 A0027679 10 05/14/15 EJ01 A0027616 33 05/14/15 102 A0027657 56 05/14/15 T25 A0027680 11 05/14/15 EJ03 A0027617 34 05/14/15 T03 A0027658 57 05/14/15 T26 A0027681 12 05/14/15 EJO3A A0027618 35 05/14/15 104 A0027659 58 05/14/15 T27 A0027682 13 05/14/15 EJO3B A0027619 36 05/14/15 TO5 A0027660 59 05/14/15 T28 A0027683 14 05/14/15 EJ04 A0027620 37 05/14/15 T06 A0027661 60 05/14/15 T29 A0027684 15 05/14/15 EJO4A A0027621 38 05/14/15 T07 A0027662 61 05/14/15 T30 A0027685 16 05/14/15 EJO4B A0027622 39 05/14/15 T08 A0027663 62 05/14/15 731 A0027686 17 05/14/15 EJ07 A0027623 40 05/14/15 T09 A0027664 63 05/14/15 T32 A0027687 18 05/14/15 EJO7A A0027624 41 05/14/15 T10 A0027665 64 05/14/15 T33 A0027688 19 05/14/15 EJO7B A0027625 42 05/14/15 T11 A0027666 65 05/14/15 134 A0027689 20 05/14/15 EJ27 A0027626 43 05/14/15 T12 A0027667 66 05/14/15 T35 A0027690 21 05/14/15 FG01 A0027627 44 05/14/15 T13 A0027668 67 05/14/15 T36 A0027691 22 05/14/15 FG02 A0027628 45 05/14/15 T14 A0027669 68 05/14/15 T37 A0027692 23 05/14/15 FG03 A0027629 46 05/14/15 115 A0027670 69 05/14/15 T38 A0027693 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. \\\\\tlllil//// Note:The seal on these drawings indicate acceptance of \�\\\ �vs S.K C///i// professional engineering responsibility solely for the truss 5/14/2015 \ �J)`•••�\CENSF••.�� /• components shown.The suitability and use of this component for any particular building is the responsiblity of the building - * s 34869 . * desinger,per ANSI/TPI-1 Section 2. 1 r ' I:1-. ' CC---.= • W_ O LL/\• STATE OF • •%mow\ •'•.FLORIDP.•• 0-, i////un/O N�`• 04\\\ ////11111111\\\ ling CY)ASTAL RAY Page 1 of 2 BOYNTON BC, FL 33435 Building Component Supply, Inc. BCS 4627 J.P. Hall Blvd. Suite 208 Green Cove Springs, FL 32043 e_.covoCOMPOVEMT SUPPLY,INC. Tel: (904) 297-9390 Re : 7035 Date: 05/14/15 Site Information: Project Customer: Toll Brothers Model Name :ABCC-The Catalina Lot/Block: 119 Subdivision :Atlantic Beach 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/TPI2007 Design Program: 7.60 Oct 3 2014 Roof Load: 40.0 psf Floor Load: 60.0 psf Wind Code: MWFRS(Directional)/C-C hybrid Wind ASCE 7-10 Wind Speed: 130 mph This package includes 135 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# SeaI# No. Date Truss ID# Seal# No. Date Truss ID# Seal# 1 70 05/14/15 T39 A0027694 93 05/14/15 T63 A0027717 116 05/14/15 TF20 A0027740 71 05/14/15 T40 A0027695 94 05/14/15 T64 A0027718 117 05/14/15 vol A0027741 72 05/14/15 T41 A0027696 95 05/14/15 T65 A0027719 118 05/14/15 FT01 A0027631 73 05/14/15 T42 A0027697 96 05/14/15 T66 A0027720 119 05/14/15 FT02 A0027632 74 05/14/15 T43 A0027698 97 05/14/15 T67 A0027721 120 05/14/15 FT03 A0027633 75 05/14/15 T44 A0027699 98 05/14/15 T68 A0027722 121 05/14/15 FT04 A0027634 76 05/14/15 T45 A0027700 99 05/14/15 T69 A0027723 122 05/14/15 FT05 A0027635 77 05/14/15 T46 A0027701 100 05/14/15 T70 A0027724 123 05/14/15 FT06 A0027636 78 05/14/15 T47 A0027702 101 05/14/15 T71 A0027725 124 05/14/15 FT07 A0027637 79 05/14/15 T48 A0027703 102 05/14/15 T72 A0027726 125 05/14/15 FT08 A0027638 80 05/14/15 T49 A0027704 103 05/14/15 T73 A0027727 126 05/14/15 FT09 A0027639 81 05/14/15 T50 A0027705 104 05/14/15 T74 A0027728 127 05/14/15 FT10 A0027640 82 05/14/15 T51 A0027706 105 05/14/15 T75 A0027729 128 05/14/15 FT11 A0027641 83 05/14/15 T52 A0027707 106 05/14/15 T76 A0027730 129 05/14/15 FT15 A0027642 s 84 05/14/15 T53 A0027708 107 05/14/15 T77 A0027731 130 05/14/15 FT16 A0027643 85 05/14/15 T55 A0027709 108 05/14/15 T78 A0027732 131 05/14/15 FT17 A0027644 86 05/14/15 T56 A0027710 109 05/14/15 T79 A0027733 132 05/14/15 FT18 A0027645 87 05/14/15 T57 A0027711 110 05/14/15 T80 A0027734 133 05/14/15 KW01 A0027653 88 05/14/15 T58 A0027712 111 05/14/15 T81 A0027735 134 05/14/15 KW02 A0027654 89 05/14/15 T59 A0027713 112 05/14/15 TF12 A0027736 135 05/14/15 KW03 A0027655 90 05/14/15 T60 A0027714 113 05/14/15 TF13 A0027737 91 05/14/15 T61 A0027715 114 05/14/15 TF14 A0027738 92 05/14/15 T62 A0027716 115 05/14/15 TF19 A0027739 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 provided by Building Component Su Inc. in Green Cove Springs,FL. My license renewal date for the state of Florida is February 28,2017. P Y 9 P Suppy, Note:The seal on these drawings indicate acceptance of 0,0111110,/, professional engineering responsibility solely for the truss \\\ S S i�, Digitally s i g n ed by Julius L:e components shown.The suitability and use of this component „.\,.)..• 'ocENSF •F�� DN: c=US, st=Florida, for any particular building is the responsiblity of the building _*.7 '. *% desinger,perANSI/TPI-1 Section 2. _ C 418. 9k = I=Boynton Beach, o=Julius _� w- Lee, cn=Julius Lee, 9 STATE OF ...��\ � 'ice .''.FL ORIOP.•'• G�,� email=leeengr @aol.com ,,,fli ,,, Date: 2015.05.14 15:59:50 1109 BOYNTON COASTAL LY33435 -04'001 Page 2 of 2 '730 mss Truss Type_ Qty Ply I 7035 - CJ01 CORNER JACK 4 1 A0027472 20-7-13 Job F;8ffe ate(optional) Budding Component Supply,Green Cove Springs,FL Run:7 600 s Oct 3 2014 Print:7.620 s Apr 30 2015 MiTek Industries,Inc Thu May 14 15:14:24 201��D1 ID:7ReVQfeCpjBOPurX79SRFAlyyo�l-n47bP_UKIIu€F7g?wvCEZpRu1QJOk4c ,xh } -1-4-0 1-0-0 1-4-0 1-0-0 Scale=1:8.4 3 1 6.00 III ci 2 j 0 N Ti I4I 266/11 1 / I■ B1 4 20--13 1)tm 3x6 I I 21-5-2 __ 1-0-0 1-0-0 Plate Offsets(X,Y)-- [5:0-3-8,0-1-8] 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 0.20 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) 0.00 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 FBC2010/TPI2007 (Matrix-M) Weight:6 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 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=200/0-5-8 (min.0-1-8),3=-30/Mechanical,4=-14/Mechanical Max Horz 5=77(LC 12) Max Uplifts=-133(LC 12),3=-30(LC 1),4=-14(LC 1) Max Grav5=200(LC 1),3=28(LC 12),4=11(LC 8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 2-5=-169/216,1-2=0/40,2-3=-36/16 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 C;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 133 lb uplift at joint 5,30 lb uplift at joint 3 and 14 lb uplift at joint 4. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard -Truss Truss Type 'Qty —Ply A0027473 7035 IC-101A CORNER JACK 4 1 I 110- 1-15 JglAefgrence(optional) Building Component Supply,Green Cove Spnngs,FL Run:7.600 s Oct 3 2014 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Thu May 14 15:1424 2015 Page!� ID:7ReVQfeCpjBOPurX79g1R x7IyoU-n47bP_UKIkrEF7g?wvCFZpRvIQHnk4ddvxhlwvzGZDj -1-4-0 1-0-0 1-4-0 1-0-0 Scale=1:9.3 3 6.00 12 a 2 `f I Y T1 W1 33#/-48# 1 -22 0-3-8(0-1-8) ✓ 6 4 3x8 II 71#/-142# 11 10-1-15 11-1-4 0-4-4 1.0-0 0-4-4 0-7-12 Plate Offsets(X,Y)– [6:0-4-8,0-1-8] — LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(TL) 0.00 5 >999 180 BCLL 0.0 * Rep Stress Ina YES WB 0.00 Horz(TL) -0.01 3 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:6 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 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) 3=-48/Mechanical,4=-142/Mechanical,5=346/0-3-8 (min.0-1-8) Max Horz 5=82(LC 12) Max Uplift3=-48(LC 1),4=-142(LC 1),5=-223(LC 12) Max Grav3=33(LC 12),4=71(LC 12),5=346(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 2-6=-187/229,1-2=0/40,2-3=-44/22 BOT CHORD 5-6=-57/82,4-5=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 C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left exposed;end vertical left exposed;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 48 lb uplift at joint 3,142 lb uplift at joint 4 and 223 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 Truss Type 01y .Pl A0027474I 7035 CJO1B CORNER JACK 2 1 9 Supply, 9 - - Run: -. s Oct. ,Jgg-J E(grence(Optional) J Budding Component Su I,Green Cove Springs,FL ___14 1:7.600- _ _._ 2014 Print:7.620 s Apr 30 2015 MiTek Industries,Inc.Thu May 1415:142A 2015 P .-_ -1-4-0 ID:7ReVQfeC OPurX79fF. 1yoU-n47bP UKIkrEF7g?wvCEZpRuxQJVk4"oth1wvzGZ 1-4-0 I 1-0-0 I Scale=1:9.3 3 , 6.00 12 i2 , O 24A/-33# O d 1 r d rl�. � M-. 4 ,,M 10#/-11# 11 10-1-15 3x8 II 11-1-4 I 1-0-0 1-0-0 Plate Offsets(X,Y)— [5:0-4-8,0-1-8) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(TL) 0.00 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 FBC2010/TPI2007 (Matrix-M) Weight:6 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 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=200/0-5-8 (min.0-1-8),3=-33/Mechanical,4=-11/Mechanical Max Horz 5=82(LC 12) Max Uplift5=-117(LC 12),3=-33(LC 1),4=-11(LC 1) Max Grav5=200(LC 1),3=24(LC 12),4=10(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 2-5=-172/213,1-2=0/40,2-3=-37/15 BOT CHORD 4-5=0/0 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 C;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.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 117 lb uplift at joint 5,33 lb uplift at joint 3 and 11 lb uplift at joint 4. 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 • A0027475 7035 CJO2 CORNER JACK 2 1 10-1-5 10-1-5 Reference(optional) Building Component Component Supply,Green Cove Springs,FL Run:7.600 s Oct 3 2014 Print:7 620 s Apr 30 2015 MiTek Industries,Inc. Thu May 14 15:142$2015 Page ID:7ReVQfeCpjBOPurX 79SRFXzIyoU-FGgzcKUyw2z5sHF&AT51_5?geoTX2f%bQsTMzGZDi F -7-4-0 2 1-4-0 � Scale=1:7.5 8 3 3.00 12 j' 2 �1 T1 1 0 1r•�� 3 3x4= 10-9-6 2-0-0 2-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(TL) -0.00 7 >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 FBC2010/TPI2007 (Matrix-M) Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 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) 3=39/Mechanical,2=186/0-5-8 (min.0-1-8),4=14/Mechanical Max Horz 2=44(LC 8) Max Uplift3=-18(LC 8),2=-119(LC 8) Max Grav3=39(LC 1),2=186(LC 1),4=32(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/19,2-8=-128/82,3-8=-12/10 BOT CHORD 2-4=-47/51 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 C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 1-11-14 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 18 lb uplift at joint 3 and 119 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 Tom Truss Truss Type Qt y YP y Ply A0027476 7035 CJO3 CORNER JACK 2 1 Job Reference(optional) —Budding Component Supply,Green Cove Springs,FL 12-1-15 Run:7.600 s Oct 3 2014 Print:7.620 s Apr 342131547ek Industries.Inc. Thu May 14 15:14:2 2015 Page 7 ID:7ReVQfeCpjBOPurX79SRFXzIyoU-F MUyVV2z5sHFCUcf51_4cgdJTX2C8bQsTMzGZOII -1-4-0 3-0-0 1-4-0 3-0-0 Scale=1:13.3 4 It 1 6.00[12 10 216#/-135# 3x4 67#/-50# 3 0-3-8(0-1-8) T7' ; 2 I ' N ,, '1 1 B1 5 50#/-29# 12-130 II 12-1-15 13-11-4 I 3-0--0 0 Plate Offsets(X,Y)-- [2:0-2-4,0-1-5] 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 0.14 Vert(LL) 0.01 5-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(TL) -0.01 5-8 >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 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 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 4=67/Mechanical,2=216/0-3-8 (min.0-1-8),5=32/Mechanical Max Horz 2=101(LC 12) Max Uplift4=-50(LC 12),2=-135(LC 12),5=-29(LC 9) Max Grav4=67(LC 1),2=216(LC 1),5=50(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36,2-3=-65/89,3-10=-60/20,4-10=-60/30 BOT CHORD 2-5=-89/71 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 C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 2-11-4 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 50 lb uplift at joint 4,135 lb uplift at joint 2 and 29 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 Truss Truss Type Qty Ply F- 7035 CJO5 CORNER JACK 2 1 A0027477 Job Reference(optional) Bueding Component Supply,Green Cove Springs,FL 12-1-15 Run:7.600 s Oct 3 2014 Print:7 620 s Apr 30 20 T Industnes,Inc. Thu May 14 15:14:25$2015 Page ID:7ReVQfeCpjBOPurX79SRFXzlyoU-FGgz �r 12z5sHFCUcjT51_?JgYVTX2C8bQsTMzGZO1 -1-4-0 5-0-0 1-4-0 5-0-0 Scale=1:18.0 4 288#/-167# 6.00 Fir 125#/-91# 0-3-8(0-1-8) 3x4 10 9 T1 `b 3 2 001111111. 1 B1 /, i 5 G►\ 89#/-54# 12-1 II 12-1-15 14-11-4 5-0-0 5-0-0 Plate Offsets(X,Y)-- (2:0-2-0,0-1-9] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.11 5-8 >560 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.43 Vert(TL) 0.08 5-8 >732 180 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(TL) -0.03 4 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 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 4=125/Mechanical,2=288/0-3-8 (min.0-1-8),5=61/Mechanical Max Horz2=142(LC 12) Max Uplift4=-91(LC 12),2=-167(LC 12),5=-54(LC 12) Max Grav4=125(LC 1),2=288(LC 1),5=89(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36,2-3=-167/194,3-10=-108/24,4-10=-104/49 BOT CHORD 2-5=-247/169 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=S.opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 4-11-4 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 20.0psf 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 91 lb uplift at joint 4,167 lb uplift at joint 2 and 54 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 Truss Type Qty 'Ply • A0027478 7035 CJ21 CORNER JACK 2 1 Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.600 si _ 014 Print 7.620 s Apr 30 2015 MiTek Industries,Inc.Thu May 1415:1425 2015 Page 1�-0 1011 7Re e1 EilPurX79SRFXzIyoU-FGgzcKUyW2zSsHFCUccf51_3MgeXTX2C8bOsTMzGIDi f— 1-4-0 1-0-0 Scale=1:18.5 6.00 12 3 2x4 I I 1%574/-164#Ti 1 95#/-43# _ 1 0-5.8(0- -8) ■ W1 a.' el) N Mt A ►� INA 314/-254 5 4 2x4 I I 10-1-15 10-1-15 12-11-4 1-0-0 10-0 • 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 0.22 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(TL) -0.00 5 >999 180 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) Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 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=157/0-5-8 (min.0-1-8),3=-19/Mechanical,4=19/Mechanical Max Horz 5=56(LC 12),3=86(LC 12) Max Uplift5=-164(LC 12),3=-43(LC 17),4=-25(LC 12) Max Grav5=157(LC 1),3=95(LC 12),4=31(LC 17) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 2-5=-176/233,1-2=0/40,2-3=-109/128 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 C;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.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 164 lb uplift at joint 5,43 lb uplift at joint 3 and 25 lb uplift at joint 4. 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 A0027479 7035 CJ23 CORNER JACK 2 1 Job Reference(optional_ Bu/ding Component Supply,Green Cove Springs,FL Run:7.600 s Oct 3 20 7.620 s Apr 30 2015 MiTek Industries,Inc.Thu May 14 15:14:,,'s 2015 Pagel -1-4-0 10.1-15 ID 73R-eeVVQfeCpjBOPuf 7FXzIyoU-jSELggVaHM5yUQgO2KEieEXFeEzRC_HLIVFAP7ozGZDh 1-44) 3-0-0 Scale=1:23.3 3 , 2360 iii 6 61#/-4# 214-IT 2 Ti ;1( 48#A# d5 4 Zit'-115 133-.11-4 3-0-0 __ I 3-0-0 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 0.19 Vert(LL) -0.00 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(TL) -0.01 4-5 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2010ITPI2007 I (Matrix-M) Weight 15 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 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=227/0-5-8 (min.0-1-8),3=60/Mechanical,4=25/Mechanical Max Horz 5=54(LC 12),3=128(LC 12) Max Uplift5=-169(LC 12),3=-4(LC 8) Max Grav5=230(LC 17),3=61(LC 19),4=48(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 2-5=-201/303,1-2=0/40,2-6=-134/196,3-6=-118/206 BOT CHORD 4-5=0/0 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 C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 2-11-4 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 169 lb uplift at joint 5 and 4 lb uplift at joint 3. 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 - A0027480 7035 CJ25 CORNER JACK Run:7.600 s Oct 3 2014 Print z 1 IJob Reference(optional) ---- - -- —-- 7 6 s Apr 30 2015 MiTek Industnes,Inc.Thu May 14 15:142g 2015 P e Budding Component Supply,Green Cove Springs,FL yy g 1-4-010-1 15 I D�OReOVOfeCpjBOPurX79S �oU-ISELggVaHMSyUOgO2KEieEX9KEyUC_HLtOFAP?oz 1-4-0 5-0-0 Scale=1:27.9 3 349V-213# 1 6.00 12 87#/-9# 0-5-8(0-1-8) 7 3x4 II 6 2 0 u)'N 1 4 V6 1 ■ y �y M. 79#/0# 5 4 10-1-15 21a.1415 14-11-4 5-0-0 5-0-0 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 0.53 Vert(LL) -0.02 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(TL) -0.05 4-5 >999 180 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) Weight:21 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 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=347/0-5-8 (min.0-1-8),3=87/Mechanical,4=37/Mechanical Max Horz 5=66(LC 19),3=187(LC 12) Max Uplift5=-213(LC 12),3=-9(LC 8) Max Grav5=349(LC 17),3=87(LC 1),4=79(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 2-5=-292/344,1-2=0/40,2-6=-215/271,6-7=-210/276,3-7=-189/289 BOT CHORD 4-5=0/0 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=S.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 4-11-4 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 213 lb uplift at joint 5 and 9 lb uplift at joint 3. 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 Oty Ply A0027481 7035 EJO1 JACK-OPEN 2 1 Alb-lief1Eers:e( al) Buiding Component Supply,Green Cove Springs,FL Run:7.800 s Oct 3 2014 Pmt 7.820 s Apr 30 2015 MiTek Industries,Inc.Thu May 1415:14 2015 , -1-4-0 1a�q�7ReVOfeCN urX79SI FI tyoU-Bfu110WC21Dp6aPab16WS3PAeKCxRxv nnrxE 1 1.4-0 I 1-0-0 Scale=1:9.3 3 1 6.00 nT 2 24tW-331k 9 B1 i . _ k14. 4 ,/ 10#/-11# 5 10-1-15 10--g1=151 11-1-4 • 1-0-0 1-0-0 I Plate Offsets(X,Y)— [5:0-4-8,0-1-8] 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 0.20 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(TL) 0.00 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 FBC2010/TP12007 (Matrix-M) Weight:6 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 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=200/0-5-8 (min.0-1-8),3=-33/Mechanical,4=-11/Mechanical Max Horz 5=82(LC 12) Max Uplift5=-117(LC 12),3=-33(LC 1),4=-11(LC 1) Max Grav5=200(LC 1),3=24(LC 12),4=10(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 2-5=-172/213,1-2=0/40,2-3=-37/15 BOT CHORD 4-5=0/0 NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Enc.,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 117 lb uplift at joint 5,33 lb uplift at joint 3 and 11 lb uplift at joint 4. 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 •Tss Truss Type Qty Ply n0027482 7035 EJ03 JACK-OPEN 4 1 Job Reference(optional) Buiding Component Supply.Green Cove Springs,FL Run:7.600 s Oct 3 2014 Print:7.620 s Apr 3 511rdTek Industries.Inc. Thu May 1415:14:27 2015 Page 20-7-13 ID:7ReVQfeCpjBOPurX79SRFXzIyoU- }�1 9WC2fDp6aPab 1 IxAS3Q5eJHxRXV6vvyXEzGZ6g -1-4-0 3-0-0 - 1-4-0 3-0-0 Scale=1:13.3 4 6.0011i 10 216#/-93# 3x4 68#/-42# 3 0-5-8(0-1-8) N 2 N • B1 MOM 5 50#100 3x8 I I 20-7-13 20-7-13 22-5-2 3-0-0 —� 3-0-0 Plate Offsets(X,Y)— [2:0-2-4,0-1-9] - LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.01 5-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.01 5-8 >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 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 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 4=67/Mechanical,2=216/0-5-8 (min.0-1-8),5=32/Mechanical Max Horz 2=101(LC 12) Max Uplift4=-42(LC 12),2=-93(LC 12) Max Grav4=68(LC 17),2=216(LC 1),5=50(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36,2-3=-111/16,3-10=-51/21,4-10=-50131 BOT CHORD 2-5=-86/71 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 C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 2-11-4 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.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 42 lb uplift at joint 4 and 93 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 A0027483 7035 EJO3A JACK-OPEN 2 1 Job Reference(optional) Budding Component Supply,Green Cove Springs,FL 10-1-15 Run:7.600 s Oct 3 2014 Pant:7 620 s N:48012065 MiTek Industries.Inc. Thu May 14 15:14:27 2015 Page 1, ID:7ReVQfeCpjBOPurX79SRFXzl�gl{-�foj1 OWC2fDp6aPab 1 IxAS3P0efaRXVISwyXEzGZDg -1-4-0 3-0-0 1.4-0 3-0-0 Scale=1:14.1 3 6.00 112 7 256#/-153# 57#/-44# 0-3-8(0-1-8) - 9 T1 u 2 1 �� 1 ■ B1 6 4 38#/-27# 10-f-,15 10-1-15 12-1-4 0-4-, 3-0-0 0-4-4' 2-7-12 Plate Offsets(X,Y)— [6:0-4-8,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.00 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.13 Vert(TL) 0.00 4-5 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(TL) -0.01 3 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 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) 3=54/Mechanical,4=1/Mechanical,5=256/0-3-8 (min.0-1-8) Max Horz 5=122(LC 12) Max Uplift3=-44(LC 12),4=-27(LC 9),5=-153(LC 12) Max Grav3=57(LC 17),4=38(LC 3),5=256(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 2-6=-202/212,1-2=0/40,2-7=-61/20,3-7=-54/29 BOT CHORD 5-6=-84/194,4-5=0/0 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 C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 2-11-4 zone;cantilever left exposed;end vertical left exposed;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 44 lb uplift at joint 3,27 lb uplift at joint 4 and 153 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 'Truss Type •Qty Ply A0027484 7035 EJ03B JACK-OPEN 4 i 1 Job Reference(optional) Building Component Supply,Green Cove Springs,FL 10-1-15 - - - Run:7.600 s Oct 3 2014 Print:7.620 s A41:64)-lagn 5 MTek Industries,Inc. Thu May 14 15:142 2015 Page 1, ID:7ReVQfeCpjBOPurX79SliF y8U-frM5EMXgpzLgjk_n9IHAjfcar20gun�gzfW3gzGZDf -1-4-0 2-7-8 1-4-0 2-7-8 Scale=1:13.2 4 6.00 I 12 10 4x5 203#/-87# 3 57#/-37# 058(018) ' N 2 N a 1 1/11111:11.11al 5 42#/0# 10-1a I 10-1-15 11-11-0 i 2-7-8 2-7-8 Plate Offsets(X,Y)-- [2:0-2-0,0-1-9] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) -0.00 8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(TL) -0.00 5-8 >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 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 2-7-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 4=55/Mechanical,2=203/0-5-8 (min.0-1-8),5=26/Mechanical Max Horz 2=94(LC 12) Max Uplift4=-37(LC 12),2=-87(LC 12) Max Grav4=57(LC 17),2=203(LC 1),5=42(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36,2-3=-70/13,3-10=-45/19,4-10=-44/28 BOT CHORD 2-5=-77/52 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 C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 2-6-12 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 37 lb uplift at joint 4 and 87 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 —TtissType "Qty Ply A0027485 7035 EJ04 Jack-Open 7 1 Job Reference(optional) Guiding Component Supply,Green Cove Springs,FL Run:7.600 s Oct 3 2014 Print:7 r 30 2015 MiTek Industries.Inc. Thu May 1415:14 8 2015 Page�1 20-7-0 ID:7ReVQfeCpj60PurXi� zIyoU-frM5EMXgpzLgjk_n9IHAjfcZp2dXgunegZfW3gzGZDf 3-10-0 3-10-0 Scale=1:15.5 3 6.0012 9 151#/-12# 100#/-66# 0-5-8(0-1-8) 3x4 2 '4110 � N ' 1 ' N 131 4 69#/-1# 20-7-0 203i<8 I I 22-9-13 3-10-0 3-10-0 Plate Offsets(X,Y)– (1:0-1-12,0-0-131 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(TL) 0.02 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.22 Vert(TL) -0.03 4-7 >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:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.3 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=151/0-5-8 (min.0-1-8),3=100/Mechanical,4=51/Mechanical Max Horz 1=77(LC 12) Max Uplift1=-12(LC 12),3=-66(LC 12),4=-1(LC 12) Max Gray 1=151(LC 1),3=100(LC 1),4=69(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-132/0,2-9=-71/27,3-9=-67/40 BOT CHORD 1-4=-204/99 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 C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-9-4 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 12 lb uplift at joint 1,66 lb uplift at joint 3 and 1 lb uplift at joint 4. 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 TWO Truss Type Qty Ply A00274861 7035 EJO4A Monop tch Supported Gable 1 1 j I Job Referencejoptional) Budding Component Supply,Green Cove Sprigs,FL Run.7.600 s Oct 3 2014 Print:7.620 s Apr 30 2015 MiTek Industries,Inc. Thu May 14 15:142 2015 Page.1,� 20.7-0 ID:7ReVQfeCpjBOPurX79SRFXzlyoU-irM5EMXgpzLgjk ZP n91HAjfca12fngtiet W3gzGZDf 3-10-0 3-10.0 Scale=1:15.5 4 2x4 II Al1 : 61 C ............................................... 8 7 6 5 3f ") 2x4 (0-1-8) 2x4 (0.18) 2x4 (0.18) 63#/0# 111 4/-884 10941-284 40#/-21# Plate Offsets(X,Y)-- [8:0-3-12,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(TL) n/a - n/a 999 BCLL 0.0 • Rep Stress Incr YES WB 0.07 Horz(TL) -0.00 5 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight:19 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-0 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. 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) 8=31/3-10-0 (min.0-1-8),5=39/3-10-0 (min.0-1-8),6=109/3-10-0 (min.0-1-8),7=104/3-10-0 (min.0-1-8) Max Horz 8=73(LC 12) Max Uplift5=-21(LC 12),6=-28(LC 12),7=-88(LC 12) Max Grav8=63(LC 12),5=40(LC 17),6=109(LC 1),7=111(LC 17) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-8=-108/15,1-9=-216/51,2-9=-214/59,2-3=-113/32,3-10=-30/6,4-10=-27/12,4-5=-29/70 BOT CHORD 7-8=-7/2,6-7=-712,5-6=-7/2 WEBS 3-6=-82/170,2-7=-86/232 NOTES- 1)Wind:ASCE 7-10;Vult=l3omph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-1-12 to 3-1-12,Exterior(2)3-1-12 to 3-8-4 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/1-PI 1. 3)Gable requires continuous bottom chord bearing. 4)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 21 lb uplift at joint 5,28 lb uplift at joint 6 and 88 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 P Job Truss Type Qty Ply A0027467' 17035 EJO4B JACK-OPEN 2 1 10 5 -JobReference(optional)- 1 60 Building Component Supply,Green Cove Springs.FL Run:7.600 s Oct 3 2014 Print:7.620 s Apr 30 2015 MiTek Industries,Inc. Thu wawa 14 2015 Paged ID:7ReVQfeCpjBOPurX79SRFXzlyoU-frM5EMXgpzLgjk_n9lHAjf 1 unrgZfW3gzGZDf -1-4-0 400 — 1-4-0 4-0-0 Scale=1:10.2 3 3.00 12 9 �– q SI 91 T1 99TH-b6# 8 2 251#/1281E (Is • _._0-5.8(0.1-8) rill; B1 I . a 71#/0# 10-1-5 10-1-5 3x4 11-3-6 4-0-0 4-0-0 LOADING(psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) I/defy Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.15 Vert(TL) -0.03 4-7 >999 180 BCLL 0.0 • Rep Stress Incr YES 1 WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) j 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=99/Mechanical,2=251/0-5-8 (min.0-1-8),4=45/Mechanical Max Horz 2=66(LC 8) Max Uplift3=-55(LC 8),2=-128(LC 8) Max Grav3=99(LC 1),2=251(LC 1),4=71(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-8=0/15,2-8=0/19,2-9=-152/80,3-9=-32/20 BOT CHORD 2-4=-68/63 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 C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 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 55 lb uplift at joint 3 and 128 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 rues Type 1Oty Ply A0027488 7035 E,107 JACK-OPEN I8 1 Job Reference(optional) 1 Building Component Supply,Green Cove SP FL - - Run:7.600 s Oct 3 2014 Pmt:7 620 s Apr 30 20 iT Industnes,Inc. Thu May 14 15.14:2Vy 2015 Page l% ID:7ReVQfeCpjBOPurX79SRFXzIyoU-71 wt I TXLuZzjSoPGt9ZWRtUPL1o3903c7zGZDe -1-4-0 12-1-15 7-0-0 - I 1-4-0 I 7-0-0 Scale:1/2•=1' 4 1 365#1-2°4# 1781►/-1284 8.00 12 0-5-8(0-1-8) _ 4 11 g 4 3x4 G 10 3 2 , IA 1 1I B1 MI IIPMI 130w-80# 3x8 II 5 12-1-15 12-1-15 15-11-4 I 7-0-0 7-0-0 Plate Offsets(X,Y)— [2:0-3-8,Edge] LOADING(psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.34 5-8 >242 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.28 5-8 >301 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.06 4 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:27 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-4-12 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 4=178/Mechanical,2=365/0-5-8 (min.0-1-8),5=91/Mechanical Max Horz2=183(LC 12) Max Uplift4=-128(LC 12),2=-204(LC 12),5=-80(LC 12) Max Grav4=178(LC 1),2=365(LC 1),5=130(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36,2-3=-257/381,3-10=-141/24,10-11=-135/33,4-11=-130/65 BOT CHORD 2-5=-332/293 NOTES- 1)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 6-11-4 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 128 lb uplift at joint 4,204 lb uplift at joint 2 and 80 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 �bo N MISS Type Qty Pry A0027489 7035 E 107A JACK-OPEN 8 1 Job Reference(optional) Bulling Component Supply.Green Cove Springs.FL Run:7.600 s Oct 3 2014 Print 7.620 s Apr 30 Industries,Inc Thu May 1415:142242015 ID:7ReV0feCpjBOPurX79SRFXzIyoU-71 I aHTXLuZzjSoPGt9uRvePL1M03c7 -1-4-0 12-1-15 3-3-8 I 7.0.0 I I 1-4-0 I 3-3.8 3-8.8 Scale:1/2'=1' 5 ``'' I, 801#/-309# 101#/-263# 6.00 Fff 0-5-8(0-1-8) 2x4 II 4 14 ill A 3x4 13 3 2 • C' lit B3 , `A .% • 4x5= 1 104#1-7# 0 MI M/ 8 3x5 II 2x4 II 12-9-15 12-1-15 15-11-4 2-11-8 0-4-0 7-0-0 2-11-8 b-4.0 Plate Offsets(X,Y)— [2:0-1-8,0-1-5] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl L/d PLATES GRIP TCLL 20.0 1 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.10 6-7 >795 240 MT20 244/190 TCDL 10.0 I Lumber DOL 1.25 BC 0.44 Vert(TL) -0.18 6-7 >471 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.03 6 n/a n/a Weight:29 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 4-4-1 oc purlins. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. B2:2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 5=-253/Mechanical,2=801/0-5-8 (min.0-1-8),6=87/Mechanical Max Horz 5=-807(LC 17),2=790(LC 1) Max Uplift5=-263(LC 17),2=-309(LC 12),6=-7(LC 12) Max Grav5=101(LC 12),2=801(LC 1),6=104(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36,2-3=-482/318,3-13=-1066/779,13-14=-10271782,4-14=-1024/788,4-5=-917/770 BOT CHORD 2-8=-227/140,7-8=-8/44,4-7=-25/119,6-7=0/0 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=oft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 6-11-4 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 263 lb uplift at joint 5,309 lb uplift at joint 2 and 7 lb uplift at joint 6. 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 A0027490 7035 FJ07B JACK-OPEN 4 1 Job Reference(optional) y 15:14202_015 p Building Component Supply,Green Cove Sprfrge FL ID:7Re0VOfeCp]BOPurPrint SRFXztyoU-71'' =1tic_:H1XLuZz]SoPGt9a3RtyVPL1M03c7ZGZDe 1-4-0 12-1-15 2-5-8 I 7-0-0 1 1-4-0 I 2-5-8 4.6'8 Scale:1/2"..1' 5 ``f I• 944#/ 141#/-388# 6.00 12 0-5-8(0-1-8) zx4 a 14 i 4 i 3x4 13 3 ,1 2 IC' III B3 . III _ 3x4= 96W0# _ t IIIM 8 3x5 11 2x4 11 12-9-15 12-1-15 15-11-4 2-5-8 7 I I 2-5-8 I Plate Offsets(X,Y)— [2:0-1-8,0-1-5],[7:0-2-0,0-0-12] _- LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.09 6-7 >935 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.30 Vert(TL) -0.16 6-7 >523 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:29 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2"Except" BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. B2:2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 5=-378/Mechanical,2=944/0-5-8 (min.0-1-8),6=70/Mechanical Max Horz5=-1065(LC 17),2=1049(LC 1) Max Uplift5=-388(LC 17),2=-360(LC 12) Max Gravy=141(LC 12),2=944(LC 1),6=98(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36,2-3=-609/424,3-13=-1273/935,4-13=-1249/940,4-14=-1221/963,5-14=-1221/982 BOT CHORD 2-8=-337/231,7-8=-44/67,4-7=-23/125,6-7=0/0 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 C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 6-11-4 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.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 388 lb uplift at joint 5 and 360 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 1 Qty Ply • Truss Type A0027491, 7035 EJ27 JACK-OPEN 4 1 I I Job Reference(optional) - - - ---- - -- --- - --- Run:7.600$Oct 3 2014 Pmt:7 620 s Apr 30 2015 MiTek Industries.Inc. Thu May 14 15:14:9 2015 Pace p Bolding Component Supply,Green Cove Springs,FL ID:7ReVOfeCpjBOPurX79S $oU-71wUSiXSaHTXLuZzjSoPG19YXRwwPL11d3DO3c7zGZDe 10-1-15 7-0-0 1-4-0 ' 7-0-0 Scale=1:34.7 , 488#1-267# 3 r, 6.00,12 93#/-8# 0-5-8(0-1-8) / 7 6 5x6 II 5, 2 A 10, • B1 i M PM 1106/04 4 5 3 x 6 I I 10-1-15 Mil 7-0-0 I 7 I -0-0 Plate Offsets(X,Y)— [2:0-3-0,Edgel,[5:0-2-12,0-1-4) -- i-- 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 TC 0.98 Vert(LL) -0.07 4-5 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.17 4-5 >473 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a Weight:28 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) 5=488/0-5-8 (min.0-1-8),3=93/Mechanical,4=51/Mechanical Max Horz 5=141(LC 19),3=260(LC 12) Max Uplift5=-267(LC 12),3=-8(LC 8) Max Grav5=488(LC 17),3=93(LC 1),4=110(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 2-5=-405/395,1-2=0/40,2-0=-322/330,6-7=-299/339,3-7=-285/355 BOT CHORD 4-5=0/0 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 C;End,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 6-11-4 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.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 267 lb uplift at joint 5 and 8 lb uplift at joint 3. 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 !j ob Truss Truss Type Qty ply • A0027492 7035 8uiICi Component Supply,Green FGO1 FLAT GIRDER 1 — --- - —— I 2 Job Reference(optional) Budding een Cove Springs,FL Run:7.600 s OcI 3 2014 Print:7.620 s Apr 30 2015 MiTek Industries,Inc. Thu May 14 15:14: )2015 Page 10-1-2 ID:7ReVOfeCp/BOPurX79SRFXzIyoU-bDUsf1YSLabOz279H9Jeo4hjyr7118,k ItZ 8d8ZzGZDd 4-5-4 I 65-4 8-5-4 10-5-4 14-10-8 4-5-4 2-0-0 2-0-1 2-0-0 4-5-4 Scale=1:27.2 Special 2x4 Special 3x5= 6Special 22 7 T2 -al 2x4 II 3x4= 3x4= 1 Special Special 2Special 3Spedal 4Special MMIEMBlig _• Ti r� PPrAdi4 Ow 11011101111111111F 11 11 1 I HU ► ; 15 16 12 17 11 18 10 19 9 20 21 41 tom0# 13 THD46 THD46 8x12= THD46 3x4 THD46 3x4 2x4 JUS24 8x14 M18SHS 14A$ 8§)IS THD46 THD46 JUS24 4023#/0# SPecial 10-1-2 USP X26-2 4-5-4 - 654 I 8-5-4 10-5-4 I 14-10-8 4-5-4 2-0-0 2-0-1 2-0-0 4-5-4 Plate Offsets(X,Y)— [7:0-2-4,0-1-8],[10:0-1-12,0-1-8],[12:0-5-0,0-3-4],1 13:Ed e9 ,0-3-01 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 1.00 Vert(LL) -0.28 10-11 >625 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.97 Vert(TL) -0.71 10-11 >248 240 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 1.00 Horz(TL) 0.07 8 n/a n/a M18SHS 244/190 BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Wind(LL) 0.09 11 >999 240 Weight:189 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-11-6 oc purlins, except T1:2x4 SP SS end verticals. BOT CHORD 2x6 SP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3*Except* WEBS T-Brace: 2x4 SP No.3-5-8 W1,W6,W7:2x4 SP No.2,W2:2x4 SP No.1 Fasten(2X) T and I braces to narrow edge of web with 10d(0.131"x3") OTHERS 2x4 SP No.3 nails,bin o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 13=3305/0-5-4 (min.0-2-6),8=3027/Mechanical Max Gray 13=4023(LC 2),8=4119(LC 2) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-13=-3223/0,1-14=-11161/0,2-14=-11161/0,2-3=-10996/0,3-4=-13872/0,4-5=-14344/0,7-8=-748/0,6-22=-330/0, 7-22=-330/0 BOT CHORD 13-15=0/1185,15-16=0/1185,12-16=0/1185,12-17=0/13872,11-17=0/13872,11-18=0/14344,10-18=0/14344, 10-19=0/12273,9-19=0/12273,9-20=0/11761,20-21=0/11761,8-21=0/11761 WEBS 1-12=0/10197,2-12=-953/0,3-12=-3270/0,3-11=0/1000,5-9=-345/894,5-6=-596/0,5-7=0/171,5-8=-11849/0, 4-10=-516/103,5-10=0/2332,4-11=-626/5 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)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 C;End.,GCpi=0.18;MWFRS(directional);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)Concentrated loads from layout are not present in Load Case(s):#3 Dead+Uninhabitable Attic Without Storage;#4 Dead+0.6 MWFRS Wind(Pos.Internal)Left;#5 Dead+0.6 MWFRS Wind(Pos.Internal)Right;#6 Dead+0.6 MWFRS Wind(Neg.Internal)Left;#7 Dead +0.6 MWFRS Wind(Neg.Internal)Right;#8 Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel;#9 Dead+0.6 MWFRS Wind(Pos. Internal)2nd Parallel;#10 Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel;#11 Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel;#16 Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left);#17 Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right);#18 Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel);#19 Dead+0.75 Roof Live (bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel). 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.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. 9)Refer to girder(s)for truss to truss connections. 10)Provide metal plate or equivalent at bearing(s)8 to support reaction shown. 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. Continued on page 2 Job Truss Truss Type Qty - -Pry 7 A00274921 7035 FGO1 FLAT GIRDER 1 ! 2 Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.600 s Oct 3 2014 Print 7.620 s Apr 30 2015 MiTek Industries,Inc.Thu May 14 15:14:3$2015 Page ID:7ReVQfeCpjBOPurX79SRFXzIyoU-bDUsf1 Y5LabOz279H9Jeo4hjyr7J8Zkxlt8d8ZzGZD� NOTES- 12)Use USP THD46(With 16d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-8-12 from the left end to 10-1-12 to connect truss(es) FT08(1 ply 2x4 SP),FT09(1 ply 2x4 SP),FT10(1 ply 2x4 SP)to front face of bottom chord. 13)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 1-11-8 oc max.starting at 12-2-12 from the left end to 14-2-4 to connect truss(es) TF13(1 ply 2x4 SP),TF14(1 ply 2x4 SP)to front face of bottom chord. 14)Fill all nail holes where hanger is in contact with lumber. 15)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)481 lb down and 135 lb up at 0-1-12 on top chord,and 493 lb down at 10-7-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 16)Special hanger(s)or other connection device(s)shall be provided starting at 0-8-12 from the left end to 14-8-12 sufficient to connect truss(es) (1 ply 2x4 SP)to front face of top chord. The design/selection of such special connection device(s)is the responsibility of others. 17)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-5=-300,8-13=-20,6-7=-300 Concentrated Loads(lb) Vert:1=-481 9=-308(F)15=-118(F)16=-118(F)17=-127(F)18=-127(F)19=-127(F)20=-157(F)21=-152(F) Job Truss Truss Type Qty Ply A0027493 7035 FG02 FLOOR 1 2 Job Reference(optional) Buidirp Component Supply,Green Cove Springs.FL Run:7.600 a Oct 3 2014 Print 7.620 s Apr 30 2015 MiTek Industries,Inc.Thu May 1415:14.312015 Page 1y 12-1-2 ID:7ReVQfeCNBOPurX79SRFXzyroU-4Q2F1t uraClLgtgtLIE4IFdRtFX4MAytL(iIDC I 35.0 I 35-0 1 4x5= 2 2x4 I I Scale=1:9.1 __ ■■ ----------/ Ei n. MINNINIn • I I .:,::: ■■ JUS24 4x5= 1 5 3 438#/0# 2x4 II 12-1-2 1 0-1. ) I 3-5-0 I 35-0 432 -- LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.19 Vert(LL) -0.01 3-4 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.27 Vert(TL) -0.01 3-4 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 3 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 3-5-0 oc purlins, except BOT CHORD 2x6 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) 4=432/0-3-8 (min.0-1-8),3=438/Mechanical FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-4=-156/0,1-2=0/0,2-3=-156/0 BOT CHORD 4-5=0/0,3-5=0/0 WEBS 1-3=-0/0 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. II 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)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)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent at 1-8-12 from the left end to connect truss(es)TF14(1 ply 2x4 SP)to back face of bottom chord. 7)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-100,3-4=-20 Concentrated Loads(lb) Vert:5=-495(B) Job Truss ITruss Type Qti Ply A0027494 7035 FG03 FLAT GIRDER Rurr. ID6 7.600 Job Reference(optional) ' 3 _ _. _ - - - 7.620 s A 30 2015 MiTek Industnes.Inc. Thu May 14 '2015 Page 1, Building Component Supply,Green Cove Springs,FL rX79SRFXzIyoU-4Q2EtNZj6ujFaCiLglgtLlExAFM2�tAg?zGZDc 12-1-2 6-11-2 _ 9-11-8 11-11-8 1-4-10 310 12 I - 3 0 6 3-0 6 2-0-0 1-4-10 • 2-6-2 Scale=1:20.4 SPedal Sp�Ia-aCI 2x4 4x5= 4x10= 3x4 2 4x10= 31x5= Special 4 Special 5 6 — —T1 ispippi W1\ yH1 W3 1V� W4 .�.. �1-=''�Iti B1 "' 12 9 13 8 4x10= W. ■ 1 2x4 II RI 1 4x10 5x8 THD26-2 40(0-2-y711) 0-5.4(0-2-4) 5040(0-2-11) 5654#/-553# 6820#/-1106# 12-1-2 12-1-2 1-2-0 1.4-10 3-10-12 +- 6-11-2 9-11-8 111-8 I 1-2- 0 0-2-10 2-6-2 3-0& 3-0-6 Plate Offsets(X,Y)— [2:0-3-8,0-2-0],[3072-8,0-1781,[5:0-2-8,0-1-8],[7:Edge,0-3-8],[8:0-2-8,0-2-01[9:0-4-0,0-2-4],[10:0-3-8,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.78 Vert(LL) -0.14 9 >918 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.69 Vert(TL) -0.27 9 >456 240 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 0.84 Horz(TL) 0.03 7 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Wind(LL) 0.09 9 >999 240 Weight:200 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP SS TOP CHORD Structural wood sheathing directly applied or 5-0-8 oc purlins, except BOT CHORD 2x6 SP SS end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W3,W5:2x4 SP No.1 REACTIONS. (lb/size) 7=6820/0-4-0 (min.0-2-11),11=5654/0-5-4 (min.0-2-4) Max Uplift7=-1106(LC 4),11=-553(LC 4) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-12=-868/132,1-2=-1175/218,2-3=-12217/1920,3-4=-16188/2531,4-5=-16188/2531,5-6=-12298/2127,6-7=-6256/1000 BOT CHORD 11-12=-3/5,10-11=-218/1175,9-10=-1920/12217,9-13=-2127/12298,8-13=-2127/12298,7-8=-92/579 WEBS 1-11=-272/1479,2-11=-4834/486,2-10=-1822/11819,3-10=-4767/783,5-9=-442/4080,5-8=-6119/1129,6-8=-2291/13191,4-9=-2877/381,3-9=-641/4165 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 0-7-0 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,Except member 5-8 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)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 C;End.,GCpi=0.18;MWFRS(directional);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. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1106 lb uplift at joint 7 and 553 lb uplift at joint 11. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 10)Use USP THD26-2(With 16d nails into Girder&10d nails into Truss)or equivalent at 9-3-0 from the left end to connect truss(es)FG02 (2 ply 2x6 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)1978 lb down and 554 lb up at 3-10-12,and 3384 lb down and 948 lb up at 9-11-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. 13)Special hanger(s)or other connection device(s)shall be provided starting at 5-10-12 from the left end to 7-10-12 sufficient to connect truss(es) (1 ply 2x4 SP)to front face of top chord. The design/selection of such special connection device(s)is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 Job truss truss Type Qty Ply a00274941 7035 FG03 FLAT GIRDER 1 3 Job Reference(optional) Bulking Component Supply,Green Cove Springs.FL Run:7.600 s Oct 32014 Print 7.620 s Apr 30 2015 MiTek Industries,Inc.Thu May 1415:14:342015 Page 2t ID:7ReVQfeCpjBOPurX79SRFXzl yoU-4Q2EtNZj6ujFaCiLgtgtLl ExAFXnt2S4WXtAg?zGZDc LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=224,3-5=-898,5-8=-224,7-12=-20 Concentrated Loads(lb) Vert:3=-1978 5=-3384 13=-181(F) ToE -Truss Truss Type Qty j Ply - A0027495 7035 FG04 FLAT GIRDER 1 3 Job Reference(optional) _ Guiding Component Supply,Green Cove Springs,FL Run:7.600 s OM 3 2014 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Thu May 14 15:14: 2015 Page�1, 10-1-2 ID:7ReVQfeCpjBOPurX79SRFXzIyoU-Ycbc4jaLtCs6CLHYOaL6tVn4ffgzcX7F Rr4jCjSzGZDb 3-2-15 6-0-3 9-4-6 12-5-9 15-6-13 18-9-12 - 3-2-15 I 3-1-3 3-0-3 3-1-3 3-1-3 3-2-15 Scale=1:31.5 Special 4x5= 3x12 M18SHS - 2x4 II 4x5- 4x5= 12112= 1 24 - 3 4 5 6 7 8 I∎E Tt me ■ T2 1--- r■t.r fill" IN -IV Mai ir �I�1�� I I : I I n. 0[l 0 fl 11 fl r 15 14 13 11 10 60581/-011# 16 19 20 21 22 23 24 12 25 26 12x12= 5x8 JUS24 7x6 - 4x10 JUS247x14 MT2OHS JUS24 5x8-, Special 0 �5) JUS24 THD26-2 JUS24 7x6 JUS24 -WA THDH28-3 or Equal 5894#/-/M6-2 6-2 THD26-2 10-1-2 10-1-2 3-2-15 6-4-3 9-4-6 12-5-9 15-6-13 18-9-12 3-2-15 3-1-3 3-0-3 3-1-3 3-1-3 3-2-15 Plate Offsets(X,Y)-- [2:0-2-0,0-1-8],[7:0-2-0,0-1-8],[8_Edge 0 3-0],[10:0-3-8,0-1-12],[11:0-2-8,0-4-12],[14:0-3-0,0-4-4],[15:0-3-8,0-1-12],[16:Edge,0-3-0] - LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.92 Vert(LL) -0.41 13 >543 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.89 Vert(TL) -0.89 13 >249 240 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.75 Horz(TL) 0.07 9 n/a n/a M18SHS 244/190 BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Wind(LL) 0.21 13 >999 240 Weight:310 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP SS TOP CHORD Structural wood sheathing directly applied or 4-2-6 oc purlins, except BOT CHORD 2x6 SP SS end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W2,W3:2x4 SP No.1 REACTIONS. (lb/size) 16=5894/0-5-8 (min.0-2-5),9=6058/Mechanical Max Upliftl6=-375(LC 4),9=-411(LC 5) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-16=-4721/368,1-17=-12166/194,2-17=-12166/194,2-3=-19367/218,3-4=-21144/154,4-5=-21144/154,5-6=-21144/154, 6-7=-19289/194,7-18=-11890/133,8-18=-11890/133,8-9=-4685/362 . BOT CHORD 16-19=-70/945,19-20=-70/945,15-20=-70/945,15-21=-194/12166,14-21=-194/12166,14-22=-218/19367, 22-23=-218/19367,13-23=-218/19367,13-24=-194/19289,12-24=-194/19289,11-12=-194/19289,11-25=-133/11890, 10-25=-133/11890,10-26=-49/857,9-26=-49/857 WEBS 1-15=-130/11745,2-15=-2582/201,2-14=-61/7537,3-14=-851/107,3-13=-75/1865,5-13=-254/166,6-13=-100/1941, 6-11=-871/118,7-11=-101/7744,7-10=-2616/205,8-10=-87/11548 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 0-7-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-7-0 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)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 C;End.,GCpi=0.18;MWFRS(directional);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. 8)Refer to girder(s)for truss to truss connections. 9)Provide metal plate or equivalent at bearing(s)9 to support reaction shown. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 375 lb uplift at joint 16 and 411 lb uplift at joint 9. 11)Load case(s)1,2,12 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 13)Use USP THD26-2(With 16d nails into Girder&10d nails into Truss)or equivalent spaced at 6-0-0 oc max.starting at 0-9-0 from the left end to 12-8-0 to connect truss(es)T77(2 ply 2x4 SP)to back face of bottom chord. 14)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 3-11-0 oc max.starting at 2-9-12 from the left end to 16-6-4 to connect truss(es)T78(1 ply 2x4 SP)to back face of bottom chord. 15)Fill all nail holes where hanger is in contact with lumber. Continued on page 2 Job •Truss Truss Type -Oty Ply A00274951 7035 FG04 FLAT GIRDER 1 3 Job Reference(optional) Budding Component Supply,Green Cove Springs,FL Run:7.600 s Oct 3 2014 Pont:7.620 s Apr 30 2015 MiTek Industries.Inc. Thu May 14 15:14:342015 Page 2, I D:7ReVOfeCpjBOPurX79SRFXzIyoU-Ycbc4jaLtCs6CLHYOaL6tVn4ffgzcX7EIBdjCSzGZDb NOTES- 16)"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. 17)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1100 lb down and 308 lb up at 0-7-0,and 1100 lb down and 308 lb up at 18-3-12 on top chord,and 730 lb down and 163 lb up at 18-8-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-8=-100,9-16=-110 Concentrated Loads(Ib) Vert:16=-1(F)9=-730(B)11=-730(B)17=-1100 18=-1100 19=-730(B)20=-490(B)21=-490(B)22=-730(B)23=-490(B)24=-490(B)25=-490(B)26=-490(B) 2)Dead+0.75 Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-8=-80,9-16=-110 Concentrated Loads(Ib) Vert:16=-1(F)9=-605(B)11=-605(B)17=-917 18=-917 19=-605(B)20=-406(B)21=-406(B)22=-605(B)23=-406(B)24=-406(B)25=-406(B)26=-406(B) 12)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-8=-20,9-16=-110 Concentrated Loads(Ib) Vert:16=-1(F)9=-232(B)11=-232(B)17=-367 18=-367 19=-232(B)20=-152(B)21=-152(B)22=-232(B)23=-152(B)24=-152(B)25=-152(B)26=-152(B) Job inns r* - ype Qty Ply A0027496 7035 FT01 FLOOR 8 1 'Job Reference(optional) J BuWrp Component Supply,Green Cove Springs,FL Run:7.600 s Oct 3 2014 Print:7.620$Apr 30 MiTek Industries,Inc. Thu May 1415:14:32/2015 Page 1. I D:7ReVQfeCpjBO PurX79SRFXzIyoU-Ycbc4jaLtCs6C LHY0aL6tVn5TfoGcXXEIBdjCSzGZDb 0-1-8 H I 1-3-0 I I 1-9-12 Scale=1:30.8 4x6= 1.5x3 4x6 - 1.5x3 3x6 FP= 4x8= 4x6- 1 2 3 4 5 6 7 8 9 10 T1• 0 22 :- _ i ---� O Y BO i Y 21 20 19 18 17 16 15 14 13 12 111fy/0# 4x6 4x6 3x8 MT2OHS FP - 1.5x3 I 4x6-= 4x6= 0-5-0(0-1-8) 1.5x3 SP== USP THD46 1108#/0# 10-1-2 10-1-2 7-10-8 8-9-6 9-8-4 18-9-12 7-10-8 0-10-14'0-10-14 9-1-8 ' Plate Offsets(X,Y)-- [1:Edge,0-1-8],[4:0-1-8,Edge],[15:0-1-8,Edge] I - LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 ' TC 0.87 Vert(LL) -0.29 14-15 >780 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 1.00 Vert(TL) -0.51 14-15 >439 240 MT2OHS 187/143 BCLL 0.0 Rep Stress lncr YES WB 0.72 Horz(TL) 0.08 11 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight:97 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 SS(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:17-19. REACTIONS. (lb/size) 21=1108/0-5-0 (min.0-1-8),11=1114/Mechanical FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 21-22=-1098/0,1-22=-1096/0,10-11=-1103/0,1-2=-1135/0,2-3=-2809/0,3-4=-3824/0,4-5=-4227/0,5-6=-4227/0,6-7=-3833/0,7-8=-3833/0,8-9=-2807/0, 9-10=-1134/0 BOT CHORD 20-21=0/57,19-20=0/2121,18-19=0/3437,17-18=0/3437,16-17=0/4227,15-16=0/4227,14-15=0/4149,13-14=0/3445,12-13=0/2121,11-12=0/0 WEBS 10-12=0/1510,1-20=0/1466,9-12=-1372/0,2-20=-1371/0,9-13=0/954,2-19=0/956,8-13=-888/0,3-19=-873/0,8-14=0/539,3-17=0/613,6-14=-445/0, 4-17=-747/0,6-15=-213/487,4-16=-991249,5-15=-192/28 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)The Fabrication Tolerance at joint 18=11% 5)Refer to girder(s)for truss to truss connections. 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)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply A0027497 7035 FTO2 FLOOR 1 1 i Job Reference(optional) I Buidr g Component Supply,Green Cove Springs.FL Run:7.600 s Oct 3 2014 Print:7.620 s Apr 30 2015 M7ek Industries,Inc. Thu May 14 15:14:33/2015 Pape 1. ID:7ReVQf eCpjBOPurX79SRFXzIyoU-0o9_I3bzeV zgVskylsLQjJMh3HvL6jN_rMHIuzGZDa 0-1-8 I—I I 1-3.0 I 1-8-0 01,8 Scale=1:13.5 1 2 3 4 NM gm 11 ,' ,, 12 Bt MII 1.5 — MN 1.5103= q Y INIMIll IBM I 9 8 7 8 ;� 1.5x3 I 1.5x3 0-5-8(0-1-8) 0-5-8(0-1-8) 104144 0 424 /t x -2 2-10-8 I 3-8-8 4.6.8 7-5-0 2-10-8 0-10-0 0-10-0 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 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.46 Vert(LL) -0.03 8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.40 Vert(TL) -0.04 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:41 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=424/0-5-8 (min.0-1-8),5=424/0-5-8 (min.0-1-8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 10-11=-412/0,1-11=-412/0,5-12=-412/0,4-12=-412/0,1-2=-348/0,2-3=-644/0,3-4=-348/0 BOT CHORD 9-10=0/21,8-9=0/644,7-8=0/644,6-7=0/644,5-6=0/21 WEBS 4-6=0/445,1-9=0/445,3-6=-402/0,2-9=-402/0,2-8=-49/111,3-7=-49/111 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 A0027498 7035 FT03 Floor 1 1 1 ,Job Reference(optional) 1 Buiding Component Supply,Green Cove Springs,FL Run:7.600 s Oct 3 2014 Print:7.620 s Apr 30 2015 MTek Industries,Inc. Thu May 1415:14:336015 Page 1 s ID:7ReVQf eCpjBOPurX79SRFXzIyoU-0o9_I3bzeV zgVskylsLQjJJp39bL1FN JMHluzGZDa I 1-3-0 I 1-10-8 Scale=1:24.2 Special 1.5x3 1.5x3 I 4xel= 1403— 2 3 4 5 6 7 _ _ T1 - AN4 I � � X 3 11 ardm . b in 15 14 13 12 11 10 13 4x6 4x6= USP THD46 0-5-8(0-1-8) 893//0# 10-1-2 10-1-2 6-7-8 I 7-6-12 18-6-0 I 15-1-8 I 6-7-8 0-11-4 0-11-1 6-7-8 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[12:0-1-8,Edge],[13:0-1-8,Edge],[16:Edge,0-1-8] 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 0.64 Vert(LL) -0.14 11-12 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.93 ! Vert(TL) -0.23 11-12 >762 240 BCLL 0.0 Rep Stress Incr NO WB 0.56 Horz(TL) 0.05 9 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight:79 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) 16=893/0-5-8 (min.0-1-8),9=1343/Mechanical FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-16=-882/0,8-9=-1332/0,1-2=-885/0,2-3=-2097/0,3-4=-2714/0,4-5=-2714/0,5-6=-2714/0,6-7=-2097/0,7-8=-885/0 BOT CHORD 15-16=-0/0,14-15=0/1647,13-14=0/2491,12-13=0/2714,11-12=0/2491,10-11=0/1647,9-10=0/0 WEBS 8-10=0/1178,1-15=0/1178,7-10=-1060/0,2-15=-1060/0,7-11=0/626,2-14=0/626,6-11=-549/0,3-14=-549/0,6-12=0/539,3-13=0/539,4-13=-253/0,5-12=-253/0 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. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:9-16=-20,1-8=-100 Concentrated Loads(Ib) Vert:8=-450 So- 'Truss --_ -.._.__ TrussType- - .Qty -_. Ply A0027499I Job Reference(optional) J 7035 FT04 iFkxx 6 1 Building Component Supply,Green Cove Springs,FL Run:7.600 s Oct 3 2014 Print 7620 s Apr 30 2015 MiTek Industries,Inc. Thu May 1415:14:33,015 Page 1 a ID:7ReVQfeCpjBOPurX79SRFXzIyoU-0o9_I3bzeV zgVskylsLQjJHU3BhLzwN_rMHIuzGZDa 0-1-8 1-3-0 0-7-8 -- 1-9-0 I 0-1-8 scale=1:34.2 3x4= 1.5x3= 3x4= 3x4= 3x4= 1.5x3 II 3x4-- 3x6 FP - 1.5x3= 1 2 3 4 5 6 7 8 9 X10 11 1`\ V\ i� -emu ■�... . �C NL4j1 25 3 24 22 21 20 19 18 17 16 15 14 13 3x12 M18SHS FP-- 3x4 - 3x4= 3x4= 354 1.5x3 0-3-8(0-1-8) 0-3-8(0-1-8) 1216#/0# 1216#/0# 10-1-2 10-1-2 9-9-0 10-7-8 11-6-0 20-7-8 9-9-0 0-10-8 0-10-8 9-1-8 Plate Offsets(X,Y)-- [1_Edge,0-1-8],[5:0-1-8,Edge),[11:0-1-8,Edge],[12:Edge,0-1-8],[13:0-2-8,Edge],[16:0-1-8,Edge],[22:0-2-8,Edge],[23: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 0.79 Vert(LL) -0.39 17 >625 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.79 Vert(TL) -0.68 17 >358 240 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(TL) 0.10 12 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) TOP CHORD Structural wood sheathing directly applied or 4-4-7 oc purlins, except BOT CHORD 2x4 SP No.1(flat)'Except* end verticals. B2:2x4 SP SS(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 23=1216/0-3-8 (min.0-1-8),12=1216/0-3-8 (min.0-1-8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 23-24=-1207/0,1-24=-1205/0,12-25=-1206/0,11-25=-1205/0,1-2=-1259/0,2-3=-3155/0,3-4=-4399/0,4-5=-5043/0, 5-6=-5107/0,6-7=-5107/0,7-8=-4392/0,8-9=-4392/0,9-10=-3157/0,10-11=-1258/0 BOT CHORD 22-23=0/62,21-22=0/2355,20-21=0/3902,19-20=0/3902,18-19=0/4844,17-18=0/5107,16-17=0/5107,15-16=0/4839, 14-15=0/3904,13-14=0/2355,12-13=0/62 WEBS 11-13=0/1625,10-13=-1525/0,10-14=0/1116,9-14=-1039/0,9-15=0/679,7-15=-622/0,7-16=-60/693,6-16=-266/0, 1-22=0/1626,2-22=-1525/0,2-21=0/1113,3-21=-1039/0,3-19=0/690,4-19=-619/0,4-18=0/499,5-18=-532/277, 5-17=-300/246 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 i Ply A0027500 7035 FT05 Floor 1 1 l Job Reference(optional) , Building Component Suppy,Green Cove Springs,FL Run:7.600 s Oct 3 2014 Print 7.620 s Altr 30 2015 MiTek Industries,Inc. Thu May 14 15:14:3t2015 Page_1 ID:7ReVQfeCpjBOPurX79SRFXzIyoU-0o9_I3bzeV zgVskylsLQjJG138dLyrN_rMHIuzGZDa 0-1-8 1-3-0_. 0-7-8 1-9-8 1 0-1-8 Scale=1:37.0 1.5x3 11 5x6- 1.5x3= 6x8= 4x6= 4x6= 3x6 FP - 4x6 1.5x3 1 2 3 4 5 6 7 8 9 10 11 12 �1 �� %\ i1 is %\ 27 to °; n / ii / 61:1 -t 25 24 23 22 21 20 19 18 17 16 15 14 .13 4x6= 4x6 3x12 M18SHS FP- 1.5x3 4x6= 4x6-- 5x6-- 4x6-- 0-3-8(0-1-8) 4x6 1.5x3 SP 0-3-8(0-1-8) 1316# # 1316#/0# 10-1-2 10-1-2 11-3-0 12-1-12 13-0-8 22-3-8 11-3-0 0-10-120-10-12 9-3-0 Plate Offsets(X,Y)-- [2:0-2-4,Edge],[6:0-1-8,Edge],[10:0-1-12,Edge],[12:0-1-8,Edge],(13:Edge,0-1-8],[14:0-2-12,Edge],[16:0-1-12,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl L/d PLATES GRIP TCLL 40.0 1 Plate Grip DOL 1.00 TC 0.87 Vert(LL) -0.50 18 >531 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.99 Vert(TL) -0.87 18 >304 240 M18SHS 244/190 BCLL 0.0 Rep Stress Ina YES WB 0.84 Horz(TL) 0.13 13 n/a n/a BCDL 10.0 I Code FBC2010/TPI2007 (Matrix) Weight:119 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP SS(flat)`Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 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, Except: B2:2x4 SP SS(flat) 2-2-0 oc bracing:20-22,17-18. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 25=1316/0-3-8 (min.0-1-8),13=1316/0-3-8 (min.0-1-8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 25-26=-44/0,1-26=-44/0,13-27=-1306/0,12-27=-1304/0,1-2=-2/0,2-3=-2704/0,3-4=-4421/0,4-5=-5505/0,5-6=-5968/0, 6-7=-5928/0,7-8=-5928/0,8-9=-4907/0,9-10=-4907/0,10-11=-3478/0,11-12=-1371/0 BOT CHORD 24-25=0/1562,23-24=0/1562,22-23=0/3699,21-22=0/5089,20-21=0/5089,19-20=0/5874,18-19=0/5928,17-18=0/5928, 16-17=0/5469,15-16=0/4324,14-15=0/2571,13-14=0/67 WEBS 12-14=0/1771,11-14=-1670/0,11-15=0/1261,10-15=-1177/0,10-16=0/810,8-16=-783/0,8-17=0/927,7-17=-368/0, 2-25=-2002/0,2-24=0/27,2-23=0/1520,3-23=-1384/0,3-22=0/1004,4-22=-929/0,4-20=0/578,5-20=-514/0, 5-19=-134/444,6-19=-427/462,6-18=-387/166 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)The Fabrication Tolerance at joint 21=11% 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 Truss Type Qty 'Ply i A0027501 7035 FT06 Floor 1 1 Budding Component Supply,Green Cove Springs,FL ID:7ReV 600 s Oct 3 2014 PRF 782 Reference 15 MiTek In 7.620 sApr 30 2015 MTek Industries,Inc. Thu May 14 15:14: Y015 Page t XzlyoU-U?jNVPbbPp6gRfRwW?NazwsSQSVVg4SKXDV6gHKzGZDZ 0-1-8 HIS I 1-7-4 0-1-8 Scale=1:40.4 6x8= 4x6 1.5x3= 3 x 6 FP= 4 x 6= 4x6== 1.5x3 I 1.5x3 I I 1.5x3 - 1 2 Ti 4 5 6 7 8 9 10 11 12 13 3 1-11„,„ univrirw,.....well • .... : ..... :MIAMI'11,__ ' Alb.-W.A■lr ■._.4,iiii 3° 7 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 1.5x3 I I 1.5x3 I I 4x6= 4x6= 4x6 3x8 MT2OHS FP 4x6= 0-3-8(0-1-8) 0-3-8(0-1-8) 0-3-8(0-1-8) 331#/-63# 1 736#/0# 948#/0# 10-1-2 10-1-2 10-1-2 2-10-8 3-7-24-3-12 7-0-12 13-6-12 14-4.615.2.0 24-3-8 0 2-10-6 0-6-10 2-9-0 6-6-0 0-9-100-9-1D 0-1.6 0-8-10 Plate Offsets(X,Y)-- [2:0-1-8,Edge],[3:0-1-8,Edge],[4:0-2-4,Edge],[13:0-1-8,Edge],[19:0-1-8,Edgej,[20:0-1-8,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 0.78 Vert(LL) -0.22 17-19 >923 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.86 Vert(TL) -0.39 17-19 >523 240 MT2OHS 187/143 BCLL 0.0 Rep Stress Ina YES WB 0.70 Horz(TL) 0.05 14 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix) 1 Weight:127 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat)'Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 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 6-0-0 oc bracing. B2:2x4 SP No.1(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 28=201/0-3-8 (min.0.1-8),14=935/0-3-8 (min.0-1-8),23=1736/0-3-8 (min.0-1-8) Max Uplift28=-63(LC 4) Max Grav28=331(LC 3),14=948(LC 7),23=1736(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 28-29=-328/55,1-29=-327/55,14-30=-940/0,13-30=-939/0,1-2=-244/106,2-3=-384/375,3-4=0/798,4-5=-105/173, 5-6=-105/173,6-7=-1709/0,7-8=-2938/0,8-9=-2938/0,9-10=-2938/0,10-11=-3008/0,11-12=-2290/0,12-13=-956/0 BOT CHORD 27-28=-3/17,26-27=-375/384,25-26=-375/384,24-25=-375/384,23-24=-1277/0,22-23=-1277/0,21-22=0/1063, 20-21=0/2351,19-20=0/2938,18-19=0/3139,17-18=0/3139,16-17=0/2771,15-16=0/1772,14-15=0/49 WEBS 4-23=-1660/0,1-27=-140/309,4-24=0/685,2-27=-189/365,3-24=-855/0,2-26=-281/0,3-25=0/343,13-15=0/1234, 12-15=-1135/0,12-16=0/721,11-16=-668/0,11-17=0/330,10-17=-200/0,10-19=463/140,9-19=-73/171,4-22=0/1470, 6-22=-1340/0,6-21=0/935,7-21=-937/0,7-20=0/941,8-20=-412/0 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 63 lb uplift at joint 28. 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 Job Truss Truss Type Qty Ply A0027502 7035 FT07 Floor 1 1 Job Reference(optional) BuI np Component Supply,Green Cove Springs,FL Run:7 600 s Oct 3 2014 Print 7 620 s Apr 30 2015 MiTek Industries.Inc. Thu May 14 15:14:34 2015 Page 1. I D:7ReVQfeC pjBOPurX79S RFXzl yoU-U?jNVPbbP p6q RfRwW?NazwsR6S Ut4R2XDV6q HKzGZDZ 0-1-8 p H I1 f-9 1-7-4 0-1-8 Scale=1:43.7 1.5 x 3 1 1 8x8= 4x6 1.5x3= 1.54 I I 3x6 FP= 4x6= 4x6_ 1.5x3 1.5x3 I' 1.5x3 -- 1 2 3 4 55 8 7 8-9 10 11 r 12 13 14 15 31 ��-- �`-,�I� _;i- --�- - 1 32 iY r 30 29 28 27 28 25 24 23 22 21 20 19 18 17 16 4x6-- 44= 3x8 FP= 4x6 -- 0-3-8(0-1-8) 0-3.8(0-1-8) 4x6= 0-3-8(0-1-8) 429#/-31# 1917#/0# 911#/0# 10-1-2 5-0-12 10-1-2 17-2-0 4-1-8 4-7-2 9-0-12 15-6-12 L18� 1 2838 10-1-2 4-1-8 0-5-10 4-0-0 6-6-0 -- b-9-10 9-1-8 0-5-10 0-9-10 Plate Offsets(X,Y)-- [6:0-2-4,Edge],[15:0-1-8,Edge],[20:0-1-8,Edge],[21:0-1-8,Edge],[26:0-1-8,Edge],[27:0-1-8,Edge],[28:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.86 Vert(LL) -0.23 19-20 >910 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.99 Vert(TL) -0.40 19-20 >516 240 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(TL) 0.04 16 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight:138 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat)'Except` TOP CHORD Structural wood sheathing directly applied or 5-9-4 oc purlins, except T2:2x4 SP No.1(flat) end verticals. BOT CHORD 2x4 SP No.2(flat)'Except` BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. B2:2x4 SP No.1(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 30=297/0-3-8 (min.0-1-8),16=898/0-3-8 (min.0-1-8),25=1917/0-3-8 (min.0-1-8) Max Uplift30=-31(LC 4) Max Grav30=429(LC 3),16=911(LC 4),25=1917(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 30-31=-426/28,1-31=-426/28,16-32=-903/0,15-32=-902/0,1-2=-373/50,2-3=-608/437,3-4=-608/437,4-5=-608/437, 5-6=0/1141,6-7=0/517,7-8=0/517,8-9=-1305/0,9-10=-2641/0,10-11=-2641/0,11-12=-2641/0,12-13=-2819/0, 13-14=-2172/0,14-15=-915/0 BOT CHORD 29-30=-1/22,28-29=-178/643,27-28=-437/608,26-27=-820/327,25-26=-1649/0,24-25=-1649/0,23-24=-9/621, 22-23=0/1988,21-22=0/1988,20-21=0/2641,19-20=0/2909,18-19=0/2616,17-18=0/1693,16-17=0/47 WEBS 6-25=-1865/0,1-29=-66/476,6-26=0/892,2-29=-376/178,5-26=-854/0,2-28=-415/0,5-27=0/737,3-28=0/177,4-27=-323/0 ,15-17=0/1180,14-17=-1082/0,14-18=0/667,13-18=-617/0,13-19=0/282,12-19=-147/10,12-20=-535/61, 11-20=-37/214, 6-24=0/1509,8-24=-1370/0,8-23=0/974,9-23=-977/0,9-21=0/1009,10-21=-455/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 31 lb uplift at joint 30. 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 ! A00275031 7035 F108 Floor 2 1 ID:i Job Reference(optional) Bulling Component Supply,Green Cove Splines,FL Run:7.600 s Oct 3 2014 Print:7.620 s Apr 30 2015 MiTek Industries,Inc Thu May 1415:14:34 2015 Page 1. 7ReVQfeCpjBOP u rX 79S R FXz IyoU-yBH Ij IcDA6Eg3p073jvpV8Pdcsr_pvkg R9rN pmzGZDY 1 1-3-0 I 1 1-11-8 I 1-7-8 0-It-8 Scale=1:43.1 6x8= 4x6= 3x6= 1.5x3 I I 3 x 6= 3 x 6 FP= 4x6= 3x6- 1.5x3 1.5x3 I I 1.5x3= 1 2 3 T1 4 5 6 7 8 9 10 11 12 13 14.. 3 r■ mh.1-■-mir■Ird \i-clir .■ _. 1 = ... : ■.A. I I Sat MC _ 'AIWA 1\el FrA I L"'"'WI I 11'ilii 1 3° I 3 4889109 8 _. 29 28 27 26 25 24 23 22 21 20 19 18 17 18 15 USP THD46 4x6 = 3x8 MT2OHS FP= 4x8= 0-3-8(0-1-8) 4x6 -- 3x6 - 038(0.1-8) 1744#/08 9738/09 10-1-2 5-2-0 6-2-8 10-1-2 17-1-0 10-1-2 __ 4-1-8 5-1 1 .6-1-0.. 8-11-8 8-1 -12 15-5-8 16-3-4 26-2-8 I 4-1-8 0.11-120.11-0 2-9-0 .4 6-5-12 0-9-12 9-1-8 0-0-12 0-1-8 0-9-12 Plate Offsets(X,Y)- [5:0-2-4,Edge],[14:0-1-8,Edge],[19:0-1-8,Edge],[20:0-1-8,Edge],[27:0-1-8,Edge],[29:Edge,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.81 Vert(LL) -0.22 18-19 >917 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.93 Vert(TL) -0.40 18-19 >520 240 I MT2OHS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(TL) 0.06 15 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight:137 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat)*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except T2:2x4 SP No.1(flat) end verticals. BOT CHORD 2x4 SP No.2(flat)*Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. B2:2x4 SP SS(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 29=407/Mechanical,15=958/0-3-8 (min.0-1-8),24=1744/0-3-8 (min.0-1-8) Max Grav29=488(LC 3),15=973(LC 7),24=1744(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-29=-490/0,15-30=-965/0,14-30=-964/0,1-2=-438/0,2-3=-755/191,3-4=-755/191,4-5=-218/568,5-6=-412/0,6-7=-412/0, 7-8=-1978/0,8-9=-3138/0,9-10=-3138/0,10-11=-3138/0,11-12=-3138/0,12-13=-2371/0,13-14=-984/0 BOT CHORD 28-29=0/0,27-28=0/756,26-27=-191/755,25-26=-191/755,24-25=-1022/0,23-24=-1022/0,22-23=0/1354,21-22=0/2589, 20-21=0/2589,19-20=0/3138,18-19=0/3297,17-18=0/2877,16-17=0/1827,15-16=0/50 WEBS 5-24=-1671/0,1-28=0/583,2-28=-442/72,2-27=-266/0,3-27=-18/118,5-25=01758,4-25=-921/0,4-26=0/252, 14-16=0/1270,13-16=-1171/0,13-17=0/758,12-17=-704/0,12-18=0/363,11-18=-231/0,11-19=-429/185,10-19=-93/155, 5-23=0/1450,7-23=-1320/0,7-22=0/912,8-22=-905/0,8-20=0/908,9-20=-400/0 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 Job Truss iTruss Type Qty Ply Job Reference(optional) A0027504i 7035 F709 Floor 3 1 1 Building Component Supply.Green Cove Springs,FL - Run:7.600 s Oct 3 2014 Print:7 620 s Apr 30 2015 MiTek Industries.Inc. Thu May 14 15:14:34 2015 Page I D:7ReVOfeCpjBO PurX79S RFXzIyoU-yBHIjlcDA6Eg3p073jvpV8PfassApx8gR9rNpmzGZDY I 1-3-0_1 I 1-11-8 I 1-11-8 0-7-8 Scale=1:37.4 1.5x3 3x6= 1.5x3 I 3x8= 6x8= 3x6 FP= 1.5x3 I I 1.5x3 II 1.5x3 1 2 3 4 5 6 7 8 9 0 11 12 13 3 ilik„ ., / N: / 11‘,-,411k- X N.,. i.1.1 27 14 il ..� 1 498#/0# 0 26 25 24 23 22 21 20 19 18 17 18 15 14 USP THD46 3x6 FP= 3x6= 0-3-8(0-1-8) 4x6 0-5-8(0-1-8) 1508#/0# 772#/0# 5-2-0 6-2-8 10-1-2 10-1-2 10-1-2 4-1-8 5-1-4 i 6-1-0 8-11-8 8-11-12 15-5-8 1041-121041.121 18-5-4 17-5-0 22-9-8 --i 4-1-8 0.11-12''0.11-0- 2-9.0 0-0.4 -85.12 5-4-8 0-0-12 0-1-8 Plate Offsets(X,Y)-- [16:0-1-8,Edge],[17:0-1-8,Edge],[24:0-1-8,Edge],[26:Edge,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) 1/deft Ltd PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.69 Vert(LL) -0.10 17-18 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.86 1 Vert(TL) -0.17 17-18 >966 240 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(TL) 0.04 14 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight:119 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 6-0-0 oc bracing. REACTIONS. (lb/size) 26=435/Mechanical,21=1508/0-3-8 (min.0-1-8),14=755/0-5-8 (min.0-1-8) Max Grav26=498(LC 3),21=1508(LC 1),14=772(LC 7) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-26=-499/0,14-27=-35/0,13-27=-35/0,1-2=-447/0,2-3=-794/75,3-4=-794/75,4-5=-276/396,5-6=-358/0,6-7=-1521/0, 7-8=-1521/0,8-9=-2054/0,9-10=-2054/0,10-11=-2054/0,11-12=-1322/0,12-13=-2/0 BOT CHORD 25-26=-0/0,24-25=0/777,23-24=-75/794,22-23=-75/794,21-22=-802/0,20-21=-802/0,19-20=0/1091,18-19=0/1091, 17-18=0/1885,16-17=0/2054,15-16=0/1774,14-15=0/818 WEBS 5-21=-1437/0,1-25=0/595,2-25=-459/23,2-24=-193/23,3-24=-28/90,5-22=0/720,4-22=-859/0,4-23=0/224, 12-14=-1086/0,12-15=0/702,11-15=-628/0,11-16=0/492,10-16=-235/0,5-20=0/1127,6-20=-1034/0,6-18=0/647, 8-18=-568/0,8-17=0/447,9-17=-214/0 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 - A0027505 7035 FT10 Floor 1 1 Building Component Supply,Green Cove Springs,FL - Run:7.600 s Oct FJ 014 Print 7.2 Reference(optional)__ �9 P 7.620 s Apr 30 2015 Mi7ek Industries.Inc. Thu May 14 15:14:3!(2015 Pa 1w ID:7ReVQfeC 'BOPurX7 9SRFXzIyoU-yBHIjlcDA6Eg3p073jvpV8PiQsvPp?mgR9rNpmzGZDY 1-3-0 I 2-0-0 Scale=1:16.4 3x4= 1.5x3 II 3x6= 1 3x6= 2 3 4 3x6= 5 T1 9 VT N\ ri ._. . _ N_ B1 11 10 9 8 7 533#/0# 3x4 3x4= 3x4 II 3x4= 3 x 4 I I 3 x 4 I I USP THD46 0-3-8(0-1-8) 533#/0/1 10-1-2 10-1-2 4-1-8 5-1-8 5-2-4 6-1-8 6-3-0 9-1-8 4-1-8 1-0-0 0-0-12 0-11-4 0.1.8 2-10-8 Plate Offsets(X,Y)-- [9:0-1-8,Edgej,[11:Edge,0-1-8) 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 0.50 Vert(LL) -0.07 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.65 Vert(TL) -0.11 9-10 >945 240 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight:51 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=533/Mechanical,6=533/0-3-8 (min.0-1-8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-11=-529/0,5-6=-516/0,1-2=-480/0,2-3=-938/0,3-4=-938/0,4-5=-469/0 BOT CHORD 10-11=-0/0,9-10=0/855,8-9=0/938,7-8=0/938,6-7=0/0 WEBS 1-10=0/640,2-10=-520/0,2-9=0/280,3-9=-119/0,5-7=0/624,4-7=-624/0,4-8=0/146 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 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 A00275061 7035 FT11 Floor 1 11 1 'Job Reference optional)Run:7.600 s Oct 3 2014 Print:7.620 Belding Component Suppy,Green Cove SOW.FL s U May p Pape N ID:7ReVQfeC 1 BOPurX79SRFXzI y -QNr7w5drxQMXhzbJdQQ22Lx P GBUY OgggPbx z GZDX 0-1-8 H I 1-3-0 I - t-1 1-8 Scale=1:22.7 1.5x3 II 1.5x3= 1.5x3 1.5x3 I 4x8= 1 2 3 4 5 6 7 8 • ■ ri 1 ti r_/Rh omm s ,16 1 gagg: . 'I'&6 / \. / i qq Y 14 13 12 11 10 m 3x6= 4x6= 0-3-8(0-1-8) 0-3-8(0-1-8) 816110# 822#100 10-1-2 10-1-2 5-4-8 6-4-4 7-4-0 13-11-8 5-4-8 0-11-12 0-11-12 ` 6.7-8__ Plate Offsets(X,Y)— [12:0-1-8,Edge],[13:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.72 Vert(LL) -0.15 11-12 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.92 Vert(TL) -0.25 11-12 >664 240 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(TL) 0.04 9 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight:73 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, Except: 2-2-0 oc bracing:12-13. REACTIONS. (lb/size) 9=822/0-3-8 (min.0-1-8),15=816/0-3-8 (min.0-1-8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 15-16=-34/0,1-16=-34/0,8-9=-810/0,1-2=-2/0,2-3=-1412/0,3-4=-2279/0,4-5=-2279/0,5-6=-2279/0,6-7=-1883/0,7-8=-803/0 BOT CHORD 14-15=0/867,13-14=0/1915,12-13=0/2279,11-12=0/2193,10-11=0/1496,9-10=0/0 WEBS 2-15=-1152/0,2-14=0/759,3-14=-700/0,3-13=0/660,4-13=-309/0,8-10=0/1068,7-10=-965/0,7-11=0/538,6-11=-431/0,6-12=-86/384,5-12=-187/8 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. 5)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type - Qty -Ply 7035 A0027507 FT15 Floor 1 1 'Job Reference(optional) Budding Component Supply,Green Cove Springs,FL Run:7.600 s Oct 3 2014 Print:7.620 s Apr 30 2015 Mirek Industries,Inc. Thu May 14 15:14:3a'2015 Page 1 I I D:7 ReVQfeC pjB OPurX79SR FXzIyoU-QN r7w5d rxQMXhzbJdQQ22LxoAGFuYP3q g pbxLDzGZDX 0-1-8 H I 1-3-0 - l 1-6-4 Scale=1:19.9 1.5x3= 3x6= 1 2 3 4 5 6 T1 15 �� „ �� W1 ., i , r_ _ d' 13 12 11 10 9 8 e 1.5x3 II 1.5x3 II 3x6= 0-5-8(0-1-8) 0-3-8(0-1-8) 715#/0# 721#/0# 10-1-2 10-1-2 7-10-8 8-7-10 9-4-12 12-3-4 7-10-8 - I 0-9-2 1 0-9-2 { 2-10-8 I Plate Offsets(X,Y)-- [4:0-1-8,Edge],[5:0-1-8,Edge],[13:0-1-8,Edge] • LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.82 Vert(LL) -0.14 10-11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.70 Vert(TL) -0.24 10-11 >600 240 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(TL) 0.02 7 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight:65 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 SS(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 14=715/0-5-8 (min.0-1-8),7=721/0-3-8 (min.0-1-8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 14-15=-708/0,1-15=-707/0,6-7=-682/0,1-2=-690/0,2-3=-1556/0,3.4=-1755/0,4-5=-1484/0,5-6=-678/0 BOT CHORD 13-14=0/37,12-13=0/1263,11-12=0/1814,10-11=0/1484,9-10=0/1484,8-9=0/1484,7-8=0/0 WEBS 1-13=0/888,2-13=-797/0,2-12=0/408,3-12=-359/0,3-11=-116/90,4-11=0/451,4-10=-372/0,6-8=0/903,5-8=-1095/0,5-9=0/437 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. 5)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard l - Type y Ply 7035 FT16 Floor 1 1 A0027508 -Job Truss TrussT a Qt P Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.600 s Oct 3 2014 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Thu May 14 15:14: 2015 Pagei1 I D:7 ReVQfeC pjBOPu rX 79SRFXzI yoU-Q N r7w5drxQ MXhzbJd QQ22LxpHGE FY08gg pbxLDzGZDX 0-1-8 1-3-0 1-9-15 Scale=1:22.5 4x6 1.5x3 1 2 3 4 5 6 7 T1 - 116� N, ,. , ;,--'' ' —N / N` i 3 IIIIIIIIIMMINIMIIMM rill 14 13 12 11 10 9 ?/ 4x8= 1.5x3 II 1.5x3 II 3x8= 0-5-8(0-1-8) 0-3-8(0-1-8) 809#/08 8150 10-1-2 10-1-2 7-10-8 8-9-8 , 9-8-7 i 13-9-15 _ -� 7-10-8 0-11-0 ' 0-11-0 4-1-8 _ Plate Offsets(X,Y)-- [1:Edge,0-1-8],[4:0-1-8,Edge],[5:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ltd PLATES GRIP TCLL 40.0 Plate Grip IDOL 1.00 TC 0.75 Vert(LL) -0.18 11-12 >919 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.74 Vert(TL) -0.30 11-12 >548 240 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 1 (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 purlins, except BOT CHORD 2x4 SP SS(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=809/0-5-8 (min.0-1-8),8=815/0-3-8 (min.0-1-8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 15-16=-801/0,1-16=-800/0,7-8=-54/0,1-2=-796/0,2-3=-1855/0,3-4=-2248/0,4-5=-2098/0,5-6=-1404/0,6-7=0/0 BOT CHORD 14-15=0/41,13-14=0/1466,12-13=0/2206,11-12=0/2098,10-11=0/2098,9-10=0/2098,8-9=0/829 WEBS 1-14=0/1025,2-14=-932/0,2-13=0/541,3-13=-488/0,3-12=-13/201,4-12=-119/334,4-11=-318/0,6-8=-1104/0,6-9=0/799,5-9=-944/0,5-10=0/370 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. 5)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard Job -� -_. Truss Type Oty Ply A002;509 7035 FT17 Fl oor 1 1 Job Reference(optional) - - --- Run:7.600 s Oct 3 2014 Print:7.620 s Apr 30 2015 MiTek Industries,Inc. Thu May 14 15:14:3(2015 Page 1t Building Component Supply.,Green Cove Springs,FL ID:7ReVOfeCpjBOPurX79SRFXzIyoU-QNr7w5drxQ MXhzbJdOQ22Lxg7GF0YNgqgpbxLDzG7DX 0-1-8 ¢7 8 1-11 7-3-0__ 1 1-11-7 Scale=1:25.8 4x6= 4x6= 1.5x3= 3 4 5 6 7 8 1 2 T7 , _n MI ...6 ..., ■ ANN ,/,,,,A&I.. 11111.11$181■ , i $1 ww .:._ WM WM - l'IL.N.A1616....&„.....411 .►t M. Mil 16 15 14 13 12 11 10 N 4x6= 1.5x3 I I 1.5x3 II 4x6= 3x6= 0-5-8(0-1-8) 0-3-8(0-1-8) 5 (0-1-6) 3 935#/0# 929#/0# 1 10-1-2 10-1-2 7-10-8 8-10.4 9-9-15 15-9-15 • 7-10-8 1 0.11-12 10-11-12 I 6-0-0 Plate Offsets(X,Y)-- [1:Edge,0-1-8),[4:0-1-8,Edge],[5:0-1-8,Edge] - LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.70 Vert(LL) -0.19 13-14 >982 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.69 Vert(TL) -0.32 13-14 >581 240 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(TL) 0.05 9 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight:83 lb FT=20%F,11%E • LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-11-12 oc purlins, BOT CHORD 2x4 SP SS(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 17=929/0-5-8 (min.0-1-8),9=935/0-3-8 (min.0-1-8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 17-18=-920/0,1-18=-919/0,8-9=0/18,1-2=-932/0,2-3=-2238/0,3-4=-2880/0,4-5=-2945/0,5-6=-2447/0,6-7=-1328/0,7-8=0/0 BOT CHORD 16-17=0/48,15-16=0/1728,14-15=0/2701,13-14=0/2945,12-13=0/2945,11-12=0/2945,10-11=0/2012,9-10=0/582 WEBS 1-16=0/1202,2-16=-1108/0,2-15=0/708,3-15=-644/0,3-14=0/358,4-14=-365/151,4-13=-236/99,7-9=-1104/0,7-10=0/1037,6-10=-951/0,6-11=0/615, 5-11=-786/0,5-12=-34/301 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. 5)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard lob-_ Truss -Truss Type Qty 'Ply A0027510 7035 FT18 Floor 7 1 Job Reference(optional) Guiding Component Supply,Green Cove Springs,FL Run'7.600 s Oct 3 2014 Print:7.620 s Apr 30 2015 MiTek Industries,Inc. Thu may 14 15:14:382015 Pa 1 ii I D:7ReVQfeC pj BO PurX79S RFXzlyoU-QNr7w5d rXQMXhzbJdQQ22 LxpfGABY LUgg pbxLDzGZDX 0-1-8 1-3-0 2-0-0 0-1-8 Scale=1:29.6 4x6 4x6= 1.5x3-- 3x8= 3x6= 3x6 FP- 3x6-- 1.5x3= 1 2 3 T1 4 5 6 7 T28 9 214 ,/,:j: al 22 B1 WM MEW - •O_\�/.�� . ►1 20-- 19 18 17 16 15 14 13 12 11 4x6 3x8 MT2OHS FP= 1.5x3 I I 4x6= 0-5-8(0-1-8) 0-5-8(0-1-8) 1051#/0# 1051#/0# 10-1-2 8-11-4 10-0-0 10-1-2 7-10-8 _ 8.10-8 . 9-10-8 17-10-8 1 7-toy —±- 1-0-00-0:12 131.-8 7-10-8 7-10 0-11-4 Plate Offsets(X,Y)-- [1:Edge,0-1-8),[4:0-1-8,Edge],,[9:0-1-8,Edge],[12:0-1-8,Edge],[18:0-1-8,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 0.73 Vert(LL) -0.23 14-15 >916 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 1.00 Vert(TL) -0.41 14-15 >519 240 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(TL) 0.08 10 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight:93 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-5-7 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 2-2-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 20=1051/0-5-8 (min.0-1-8),10=1051/0-5-8 (min.0-1-8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 20-21=-1042/0,1-21=-1041/0,10-22=-1042/0,9-22=-1041/0,1-2=-1071/0,2-3=-2630/0,3-4=-3526/0,4-5=-3826/0,5-6=-3524/0,6-7=-3524/0,7-8=-2630/0, 8-9=-1071/0 BOT CHORD 19-20=0/54,18-19=0/1998,17-18=0/3206,16-17=0/3206,15-16=0/3826,14-15=0/3826,13-14=0/3826,12-13=0/3208,11-12=0/1997,10-11=0/54 WEBS 1-19=0/1383,2-19=-1289/0,2-18=0/879,3-18=-801/0,3-16=0/533,4-16=-643/0,4-15=-146/221,9-11=0/1383,8-11=-1288/0,8-12=0/880,7-12=-804/0, 7-13=0/525,5-13=-639/0,5-14=-149/210 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 1Ply A0027511 7035 HJ01 DIAGONAL HIP GIRDER I2 1 Job Reference(opal) Building Component Supply.Green Cove Spnngs.FL Run:7.600 s Oct 3 2014 Print:7 620 s Apr 30 2015 MiTek Industries,Inc. Thu May 14 15:1437(2015 Page 14 IDiZ5S QfeCpjBOPurX 9S FXzIyoU-uaPV7f6aV c00J7AVB8xHaZUOzgkgHyOnTKUufzGZDW -1-10-10 1-10-10 1-4-4 Scale=1:9.1 3 4.24 rff 2 Ill 1 N N_ ch M T1 38#/-39# 1'9 1 , 0 1 d B1 I I /' 1 - 19#/-17# 5 4 11-1-1 1 (0-1$) 10-1-9 1-4.4 273#/-187# 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 0.63 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(TL) 0.00 5 >999 180 BCLL 0.0 * Rep Stress Incr NO I WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-4-4 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=273/0-7-6 (min.0-1-8),4=-17/Mechanical,3=-39/Mechanical Max Horz5=62(LC 12) Max Uplift5=-187(LC 12),4=-17(LC 1),3=-39(LC 1) Max Grav5=273(LC 1),4=19(LC 12),3=38(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 2-5=-232/514,1-2=0/41,2-3=-37/31 BOT CHORD 4-5=0/0 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 C;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)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.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 187 lb uplift at joint 5,17 lb uplift at joint 4 and 39 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 A0027512 7035 HJO3 DIAGONAL HIP GIRDER 1 I 1 Job Reference(optional) - - -- Building Component Supply,Green Cove Springs,FL Run:7.600 s Oct 3 2014 Pmt:7 620 s Apr 30 2015 MiTek Industriesga.9-T5tu May 14 15:14:31 2015 Page& 20-7-7 ID:7ReVQfeCpjBOPurX79SRFXzIyoU-uaPV7ReUikUOJ7A\ 8 aZU32gijHyOzvTKUufzGZDW -1-10-10 4-2-3 _- . 1-10-10 4-2-3 Scale=1:13.1 4 >` II NAllEDt 12 NAILE� i 3x4 67#/-36# N 3 N N t I N 2 O r O 1 1 ' B1 12 5 3x6 II NAILED NAILED 40#/-3# 22-4-15 20.7417-6(0-1-8) 20-7-7 1 2431i/-132# 4-2-3 4-2-3 Plate Offsets(X,Y)-- [2:0-1-12,0-2-10] 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 0.43 Vert(LL) -0.02 5-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.21 Vert(TL) 0.02 5-10 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) -0.01 4 n/a n/a BCDL 10.0 Code FBC20101TPI2007 (Matrix-M) Weight:18 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 4=64/Mechanical,2=231/0-7-6 (min.0-1-8),5=16/Mechanical Max Horz 2=101(LC 8) Max Uplift4=-36(LC 8),2=-132(LC 8),5=-3(LC 17) Max Grav4=67(LC 28),2=243(LC 28),5=40(LC 3) FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/38,2-9=-43/87,2-2=-171/198,2-3=-231/293,3-4=-45/17 BOT CHORD 2-10=-0/0,2-6=0/0,2-12=0/0,5-12=0/0 NOTES- 1)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 C;Enc.,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 36 lb uplift at joint 4,132 lb uplift at joint 2 and 3 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)"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. 8)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:1-4=-60,5-6=-20 Concentrated Loads(Ib) Vert:3=76(F=38,B=38)12=56(F=28,B=28) Job ITruss Truss Type Oty Ply A0027513 17035 HJ03A I DIAGONAL HIP GIRDER 2 1 Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.600 s Oct 3 2014 Print:7 620 s Apr 30 2015 MiTek IndustfQsl IAc.Thu May 14 15:14:31 2015 Page U 0-1-9 ID:7ReVQfeCpjBOPurX79SRFXzlyoU-uaPV7ReUikUOJ7AVB8xHaZU 1 XgglHyOzvTKUufzGZDW -1-10-10 4-2-3 1-10.10 4-2-3 Scale=1:13.9 4 �f� l • 4.24 12 NAILED NAILED 5x8 3 57#/-41# N 2 ` A M■ I1 B, NAILED 5 iill NAILED 39#/-35# 10-1-9 0902(0-1-8) 10-1- 03-0 317#/-243# 4-2-3 0-3-0 3-11-3 —1 Plate Offsets(X,Y)-- [2:0-3-8,Edgej LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (IOC) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(TL) 0.02 5-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.34 Vert(TL) 0.03 5-10 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) -0.02 4 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 4-2-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x8 SP No.2 1-11-5 REACTIONS. (lb/size) 4=41/Mechanical,2=158/0-9-2 (min.0-1-8),5=8/Mechanical Max Horz2=101(LC 8) Max Uplift4=-41(LC 5),2=-243(LC 8),5=-35(LC 5) Max Grav4=57(LC 28),2=317(LC 28),5=39(LC 3) FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/38,2-9=-18/65,2-2=-222/332,2-3=-271/435,3-4=-48/14 BOT CHORD 2-10=-010,2-6=0/0,2-5=0/0 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 C;Enc.,GCpi=0.18;MWFRS(directional):cantilever left exposed;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.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 41 lb uplift at joint 4,243 lb uplift at joint 2 and 35 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)"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. 8)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:1-4=-60,5-6=-20 Concentrated Loads(Ib) Vert:9=89(F=44,B=44)10=148(F=74,B=74) Job buss Truss Type tY Y A0027514 7035 I HJ03B I 'I DIAGONAL HIP GIRDER 1 1 Job Reference(optional) - - - n Springs, - -' Run:7.600 s Oct 3 2014 Print 7 620 s Apr 30 2015 MiTek Indlithilk1(aC. Thu May 14 15:14:38 2015 P S —— age Building Component Supply,Green Cove Spr ngs,FL ID:7ReVQfeCpjBOPurX79SRFXzIyoU-MmztLme6S1cF d_ W7m1 E34140PG67742Q5zGZDV 10-1-9 3-7-13 � i -1-10-10 3-7-13 1-10-10 Scale=1:13.0 4 I NAILED 4.24 12 NAILEI4 4x5 3 47#/-30# N 2 ;N 1 ■/ . fl [1 B1 y .... 12 5 . NAILED NAILED 27#/-16# 11-10-13 13�t( 7-6(0.1-8) 10-1-9 220#/-139# 3-7-13 3-7-13 Plate Offsets(X,Y)— [2:0-1-8,0-2-13] 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 0.42 Vert(LL) 0.01 5-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(TL) 0.02 5-10 >999 180 BCLL 0.0 * ' Rep Stress Incr NO WB 0.00 Horz(TL) -0.01 4 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:18 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-13 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 4=43/Mechanical,2=220/0-7-6 (min.0-1-8),5=5/Mechanical Max Horz 2=93(LC 8) Max Uplift4=-30(LC 5),2=-139(LC 8),5=-16(LC 17) Max Grav4=47(LC 28),2=220(LC 1),5=27(LC 24) FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/38,2-9=-40/84,2-2=-117/152,2-3=-179/270,3-4=-44/11 BOT CHORD 2-10=-0/0,2-6=0/0,2-12=0/0,5-12=0/0 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=oft;Cat.II; Exp C;Enc.,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.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 30 lb uplift at joint 4,139 lb uplift at joint 2 and 16 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)"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. 8)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:1-4=-60,5-6=-20 Concentrated Loads(Ib) Vert:3=78(F=39,B=39)12=53(F=27,B=27) [Job- Truss -Truss Type Qty Ply A0027515 7035 HJ04 DIAGONAL HIP GIRDER 1 1 Job Reference(optional) - - Building Component Supply.Green Cove Springs,FL Run:7.600 5 Oct 3 2014 Print 7.620 s Apr 30 2015 MTek Industries,Inc.Thu May 14111K3413R 2015 Page p 10-1-4 ID:7ReVQfeCpIBOPurX79SRFXzIyoU-MmztLme6S1cFwGlilrSW7m1Hb414gggi%742Q5zGZDV -1-10-10 5-7-2 . 1-10-10 - 5-7-2 Scale=1:13.8 3 Al 2.12 12 NAILED • NAILID 8 + ' I 99#/59# u' 2 T1 11` [1 iif ■ ' 111011%111. 1.-411111111.... 9 4 PO*41 NAILED NAILED 7'7#/0# 3x4= 0-7-6(0-1-8) 11-3-4 2950/41•112# 10-1-4 I 5-7-2 5-7-2 LOADING(psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) -0.03 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(TL) -0.07 4-7 >998 180 BCLL 0.0 • Rep Stress Incr NO WB 0.00 Horz(TL) 0.01 2 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 5-7-2 oc purlins. BOT CHORD 2x4 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) 3=99/Mechanical,2=295/0-7-6 (min.0-1-8),4=41/Mechanical Max Horz 2=77(LC 4) Max Uplift3=-59(LC 4),2=-192(LC 4) Max Grav3=99(LC 1),2=295(LC 1),4=77(LC 3) FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/20,2-8=-227/151,3-8=-13/12 BOT CHORD 2-9=-98/148,4-9=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=oft;Cat.II; Exp C;Encl.,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 59 lb uplift at joint 3 and 192 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)"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. 8)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=-60,4-5=-20 Concentrated Loads(Ib) Vert:8=92(F=46,B=46)9=28(F=14,B=14) Job Truss Truss Type Qty Ply - A0027516 7035 HJ07 DIAGONAL HIP GIRDER 1 1 Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.600 s Oct 3 2014 Print 7.620 s Apr 30 2015 M?ek Industries,Inc. y 1415:14:39 2015 Page 1, 12-1-9 ID:7ReVQf eCpjBOPurX79SRFXzlyoU-ryXGY6fkDLk6YQKulY} TDTIo3GMnpbyYzGZDU -1-10-10 4-11-0 9-10-1 1-10-10 4-11-0 4-11-1 5 Scale:112"=1' V l '��' Y NAILED -o . NAIL ■ 153#/-105# 1 4.24'12 I I NAILEA 2x4 c NAILER 4 12 M NAILED T1 I� °�'i—7. NAILE& `�' 3x4 3 III Ilri______________________________________ 2 - 'Iliti Ilr 1 n n n n B1 !1-J Li <Z.Y 1 14 15 16 7 NAILED NAILED NAILED 8 0-4-9(0 1-8) NAILED NAILED NAILED 3x4= 15-11-1 42f 1- 3# 12-1-9 9-10-1 I 9-10-1 Plate Offsets(X,Y)– [2:0-2-8,0-0-6) LOADING(psf) I SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.42 7-10 >282 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -0.61 7-10 >193 180 BCLL 0.0 * Rep Stress Incr NO WB 0.28 Horz(TL) 0.02 2 n/a n/a BCDL 10.0 I Code FBC2010/TPI2007 (Matrix-M) Weight:43 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-2 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 8-5-7 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 5=153/Mechanical,2=426/0-4-9 (min.0-1-8),6=305/Mechanical Max Horz 2=183(LC 24) Max Uplift5=-105(LC 8),2=-273(LC 8),6=-262(LC 5) FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/38,2-3=-819/671,3-12=-459/356,4-12=-470/326,4-13=-90/52,5-13=-44/41 BOT CHORD 2-14=-396/479,14-15=-396/479,15-16=-396/479,7-16=-396/479,6-7=0/0 WEBS 4-7=-519/430 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 C;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.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 105 lb uplift at joint 5,273 lb uplift at joint 2 and 262 lb uplift at joint 6. 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 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 8)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 1-5=-60,6-8=-20 Concentrated Loads(Ib) Vert:3=76(F=38,B=38)12=35(F=18,B=18)13=-81(F=-40,B=-40)14=56(F=28,B=28)15=-7(F=-4,B=-4)16=-66(F=-33,B=-33) Job i Truss Truss Type 'City Ply A0027517 7035 11J27 DIAGONAL HIP GIRDER 1 1 pr Run:7.600 Job Reference(optional) Springs,Component Supply,Green Cove Springs,FL 00 s Oct 3 2014 Print:7620 s Apr 30 2015 MiTek Industries,Inc Thu May 14 15:14:99 2015 Page 1' 10-1-9 ID:7ReVOfeCpjBOPurX79SRFXzIyoU-ryXr MDLk6YOKulYzif ZOuTIKIgsGMnpbyYzGZDU -1-10-10 4-11-0 9-10-1 1-10-10 4-11-0 4-11-1 Scale=1:32.8 NAILED 4r.: A. .1 4.24 12 1r - 124#/50# NAILE* % 3x4 NAIL I I 3 9 NAILE -Ti so NAI =D 3x4 I I 8 a - 2 I f °b 1 t 1.411 wi IN B1 nn _ irMie 0.-� 11 12 13 288V-42# 7 A A.- NAILED NAILED 5 0-7-6('-'-°/ NAILED NAILED 4x5111191 41►'.959# NAILED 4-11-0 9-10-1 • 4-11-0 4-11-1 Plate Offsets(X,Y)-- (2:0-2-0,0-1-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.11 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -0.27 6-7 >421 180 BCLL 0.0 • Rep Stress Incr NO WB 0.17 Horz(TL) 0.01 4 n/a nla BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:62 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 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 I be installed during truss erection,in accordance with Stabilizer Installation guide._ _ REACTIONS. (lb/size) 4=124/Mechanical,5=230/Mechanical,7=417/0-7-6 (min.0-1-8) Max Horz 7=259(LC 8) Max Uplift4=-50(LC 8),5=-42(LC 8),7=-159(LC 4) Max Grav4=124(LC 1),5=238(LC 28),7=422(LC 30) FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 2-7=-217/215,1-2=0/41,2-8=-160/98,8-9=-108/107,3-9=-81/132,3-10=-81/5,4-10=-21/32 BOT CHORD 7-11=-98/157,11-12=-98/157,12-13=-98/157,6-13=-98/157,5-6=0/0 WEBS 3-7=-232/64,3-6=-208/130 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 C;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 50 lb uplift at joint 4,42 lb uplift at joint 5 and 159 lb uplift at joint 7. 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 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 8)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=-60,5-7=-20 Concentrated Loads(Ib) Vert:8=70(F=35,B=35)9=49(F=25,B=25)10=-5(F=-2,B=-2)11=19(F=10,B=10)12=7(F=4,B=4)13=-19(F=-10,B=-10) Job truss -Truss Type Qty I Ply A0027518 7035 KW01 GABLE .1 1 Job Reference(optional) Building Component Supply.Green Cove Springs,FL Run:7.600 s Oct 3 2014 Pmt:7 620 s Apr 30 2015 MiTek IndusMes,Inc. Thu May 14 15:14:39 2015 Page 1' ID:7ReVQfeCpjBOPurX79SRFXzIyoU-ryXGY6fkDLk6YOKuIYzIf ZUgTQ9ISxGMnpbyYzGZDU Scale:1/2"=1' 3x4 II 13x6- 2 3 4 5 6 7 8 9 10 11 12 i r_ T1 _ .: •- ri IAl1\i, , S11 ST1 ST1 1,1 ST1 ST1 ST1 1 1 .❖.M.V.V.V.❖•••••••••❖• ••••••••••••••••••••❖••••••••••••••• •..... •... ••❖••••••••••••• ••••••••❖••• ❖••••❖.❖.••••❖•••••❖•••••••••••❖:••❖•❖••••••••❖••••••••••❖.•• 24 23 22 21 20 19 18 17 16 15 14 13 3x4 I 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 12-2-12 13-6-12 14-7-12 1-6-12 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-40 1-4-0 1-4-0 1-1-0 Plate Offsets(X,Y)-- [23:0-1-8,Edge],(24:Edge,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl Ud 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 Inc- YES WB 0.04 Horz(TL) 0.00 18 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight:69 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 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. (lb/size) 24=69/14-7-12 (min.0-1-8),13=41/14-7-12 (min.0-1-8),23=190/14-7-12 (min.0-1-8),22=152/14-7-12 (min.0-1-8),21=162/14-7-12 (min.0-1-8), 20=159/14-7-12 (min.0-1-8),19=160/14-7-12 (min.0-1-8),18=160/14-7-12 (min.0-1-8),17=160/14-7-12 (min.0-1-8),16=159/14-7-12 (min.0-1-8), 15=162/14-7-12 (min.0-1-8),14=152/14-7-12 (min.0-1-8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-24=-57/0,12-13=-34/0,1-2=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=0/0,10-11=0/0, 11-12=0/0 BOT CHORD 23-24=0/0,22-23=0/0,21-22=0/0,20-21=0/0,19-20=0/0,18-19=0/0,17-18=-0/0,16-17=0/0,15-16=-0/0,14-15=-0/0, 13-14=0/0 WEBS 2-23=-158/0,3-22=-126/0,4-21=-135/0,5-20=-133/0,6-19=-133/0,7-18=-133/0,8-17=-133/0,9-16=-133/0,10-15=-135/0, 11-14=-127/0,1-23=-0/0 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 ITruss Truss Type Qty Ply 7035 KW02 GABLE 1 1 A0027519 L i_ Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.600 s Oct 3 2014 Print:7.620 s Apr 30 2015 M7ek Industries.Inc. Thu May 14 15:14:40 2015 Page I D:7ReVQfeC pjBOPurX79S RFXzIyoU-J94emSg M_fszAau4sGU_C B61 W tmJUJC P bRZ8 U_zGZDT 4-8 0-1-8 Scale=1:33.5 3x4= 3x6 FP= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1 1 1 1 I 1 1 1 37 0 1 1 ST1 ..ST1 1 ST1 STt 1 1 Bt1 q ` Y • •• • ••• S■ -- ••• • • ... 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 3x4 3x4 3x6 FP 3x6 = 10-1-2 1-6-12 2-10-12 4-2-12 5-6-12 6-10-12_-2-12 9-6-12 10-10-12 12-2-12 13-6-12 14-10-12 , 16-2-12 , 17-8-12 18-10-12 , 20-2-12 20-7-8 1-6-12 1-4-0 � 1-4-0 i 1-4-0 ' 1-4-0 1-4-0 1-4-0 1 1-4-0 I 1-4-0 I 1-4-0 I 1-4-0 ' 1-4-0 1-4-0 I 1-4-0 1-4-0 0:4-12 Plate Offsets(X,Y)-- [34:0-1-8,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.03 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 FBC2010/TPI2007 (Matrix) Weight:94 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) 35=77/20-7-8 (min.0-1-8),19=93/20-7-8 (min.0-1-8),34=174/20-7-8 (min.0-1-8),33=153/20-7-8 (min.0-1-8),32=162/20-7-8 (min.0-1-8), 31=160/20-7-8 (min.0-1-8),30=160/20-7-8 (min.0-1-8),29=160/20-7-8 (min.0-1-8),27=160/20-7-8 (min.0-1-8),26=161/20-7-8 (min.0-1-8), 25=161/20-7-8 (min.0-1-8),24=160/20-7-8 (min.0-1-8),23=160/20-7-8 (min.0-1-8),22=161/20-7-8 (min.0-1-8),21=156/20-7-8 (min.0-1-8), 20=174/20-7-8 (min.0-1-8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 35-36=-66/0,1-36=-66/0,19-37=0/30,18-37=0/30,1-2=-16/0,2-3=-16/0,3-4=-16/0,4-5=-16/0,5-6=-16/0,6-7=-16/0, 7-8=-16/0,8-9=-16/0,9-10=-16/0,10-11=-16/0,11-12=-16/0,12-13=-16/0,13-14=-16/0,14-15=-16/0,15-16=-16/0, 16-17=-16/0,17-18=-1/0 BOT CHORD 34-35=0/3,33-34=0/16,32-33=0/16,31-32=0/16,30-31=0/16,29-30=0/16,28-29=0/16,27-28=0/16,26-27=0/16, 25-26=0/16,24-25=0/16,23-24=0/16,22-23=0/16,21-22=0/16,20-21=0/16,19-20=0/16 WEBS 2-34=-154/0,3-33=-128/0,4-32=-135/0,5-31=-133/0,6-30=-133/0,7-29=-133/0,8-27=-133/0,9-26=-135/0,11-25=-135/0, 12-24=-133/0,13-23=-133/0,14-22=-134/0,15-21=-131/0,16-20=-141/0,17-19=-112/0,1-34=0/17 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 (Truss Type IPIy - - 7035 KW03 GABLE 1 1 I A0027520 Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.600 s Oct 3 2014 Print:7.620 s Apr 30 2015 MiTek Industries,Inc. Thu May 14 15:14:412015 Page 1' ID:7ReVQfeCpjBOPurX79SRFXzIyoU-J94emSgM_fszAau4sGU_CB6f1 tmOUJCPbRZ8U_zGZDT 0.8 °i1;8 Scale=1:16.4 1 3x4= 2 3 4 5 6 7 8 9 T1 - ■.. _ _ IT _ z 19 , lul — $,: ST ST ST1 ST1 1- Ti' ST1 o Y ...... .... ...... .. ............... .. ... .. .... .... .. .. .......... ......................................... 18 17 16 15 14 13 12 11 10 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 10-2-12 ;• 1-6-12 1-4-0 1-4-0 1-4-0 - 1-4-0 1-4-0 1-4-0 0-8-0 Plate Offsets(X,Y)-- [17:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud 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 10 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. OTHERS 2x4 SP No.3(flat) REACTIONS. (lb/size) 18=64/10-2-12 (min.0-1-8),10=3/10-2-12 (min.0-1-8),17=188/10-2-12 (min.0-1-8),16=153/10-2-12 (min.0-1-8),15=162/10-2-12 (min.0-1-8), 14=160/10-2-12 (min.0-1-8),13=159/10-2-12 (min.0-1-8),12=166/10-2-12 (min.0-1-8),11=131110-2-12 (min.0-1-8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 18-19=-52/0,1-19=-52/0,10-20=-2/0,9-20=-2/0,1-2=-010,2-3=-0/0,3-4=-0/0,4-5=-0/0,5-6=-010,6-7=-0/0,7-8=-0/0,8-9=-0/0 BOT CHORD 17-18=0/3,16-17=0/0,15-16=0/0,14-15=0/0,13-14=0/0,12-13=0/0,11-12=0/0,10-11=0/0 WEBS 2-17=-154/0,3-16=-128/0,4-15=-135/0,5-14=-133/0,6-13=-132/0,7-12=-138/0,8-11=-109/0,1-17=-3/0 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 Truss Type Qty Ply A0027521 7035 T01 ,GABLE 1 1 I - i Job Reference(optional) Bulling Component Supply,Green Cove Swings,FL Run:7.600 s Oct 3 2014 Print:7.620 s Apr 30 2015 MiTek Industries,Inc. Thu May 14 15:14:44 2015 Pagel' I D:7ReVQfeCpjBOPurX79SRFXzlyoU-nLeOzoh_y_gnkTGOzODIF2¢7112aDfZg5li1 QzGZDS -1-4-0 -4A 5512 9-7-8 -- -_ 13-8-4--— _ -- 17-9-0 19-3-0 , 20-7-0 I 1-4-0 I 1-6-0 i 4-0-12 5 412 I 4-0-2 4-0-12 1-r0 1-4-0 Scale=1:36.2 4x5'= 5 PR r 42 4x5 41 4x5 4 :I u, g en 6.00 12 �� 5x8 3 ^� 11 g 7 5x8= fig r+l r -c 5x8= • tr r • 8 Q 2 ./� r��\ 9 $N Id. 2 12 3.00 12 10 14 3x8 5x6= 5x6 3x8 I 0-3-8(0-1-8) 0-3-8(0-1-8) 85 r//aZl# 8l# 0-7-0 1-6-0 9-7-8 17-9-0 18-8-019-3-0 0-7-0 0.11-01 8-1-8 I 8-1.8 0-11-0'0-7-0 Plate Offsets(X,Y)-- [2:0-2-12,0-1-8],[3:0-2-0,0-0-0],[4:0-1-6,0-1-0],[6:0-1-6,0-1-0],[7:0-2-0,0-0-0],[8:0-2-12,0-1-8],[15:0-1-9,0-1 01[25:0-1-9,0-1-0] LOADING(psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.15 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.41 11-12 >563 180 BCLL 0.0 • Rep Stress Incr YES WB 0.49 Horz(TL) 0.11 8 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:122 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-1-14 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 SLIDER Left 2x6 SP No.2 1-4-8,Right 2x6 SP No.2 1-4-8 Installation guide. , REACTIONS. (lb/size) 2=850/0-3-8 (min.0-1-8),8=850/0-3-8 (min.0-1-8) Max Horz 2=-121(LC 10) Max Uplift2=-271(LC 12),8=-271(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36,2-32=-114/103,2-2=-125/94,2-3=-128/87,7-8=-127/94,8-38=-114/103,8-9=0/36,3-4=-653/181, 4-41=-1358/352,5-41=-1300/369,5-42=-1300/353,6-42=-1358/337,6-7=-653/181 BOT CHORD 2-33=-20/59,2-29=-53/548,2-12=-53/548,11-12=-354/1439,10-11=-394/1439,8-10=-79/504,8-39=-20/59 WEBS 5-11=-168/933,6-11=-268/246,6-10=-996/375,7-10=-18/459,4-11=-268/251,4-12=-996/391,3-12=-18/459 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=24ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-4-4,Interior(1)1-4-4 to 9-7-8,Exterior(2)9-7-8 to 12-7-8, Interior(1)17-10-12 to 20-7-0 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/TM 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 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 271 lb uplift at joint 2 and 271 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 rJob Truss Truss Type •Qty Ply A0027522 7035 T02 i SCISSORS 2 1 '_Job Reference(optional) Butding Component Supply,Green Cove Springs,FL. Run:7 600 s Oct 3 2014 Pmt:7 620 s Apr 30 2015 MiTek Industries.Inc. Thu Ma �14� 15 14:4P2015 Page i, ID:7ReVQfeCpjBOPurX79SRFXzlyoU-nLeOzoh_ly_gnkTGQzO�IFirt�-IuUDgrZg51 i1 QzGZDS -1-4-0 8 512 9.7-8 13-8-4 17-9-0 19-3-0 20-7-0 , I 1-4-0 I 1.6.0 i 4-0-12 I 4-0-12 I 4-0-12 4-0.12 1-6-0 1-4-0 Scale=1:36.5 4x5= 5 .00 /L. 6"51 27 4x5� � 4x5 4 6 N ` � �+ 11 ` t 5x8 3 25 71 2875x8 5x8 8 2 tit,. a Iii .dia Mils el 1■11 0 12 3.00 12 10 r 3x8 '1 5 '- 5x8 7 u 8 3 x 8 I I 0-3-8(0-1-8) 85 / #851W7-602# 0-7-0 1-6-0, 9-7-8 17-9.0 18.8-0 0-7-6 0-11-0' 8-1-8 8-1-8 0-11-0 0-7-0 Plate Offsets(X,Y)— [3:0-3-0,0-2-4],[4:0-2-0,0-2-0],[6:0-2-0,0-2-0],[7:0-3-0,0-2-4] 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 0.41 I Vert(LL) 0.46 10-11 >502 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.93 Vert(TL) 0.35 10-11 >658 180 BCLL 0.0 * Rep Stress Incr YES WB 0.39 Horz(TL) 0.08 8 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:107 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc purlins. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied. B2:2x4 SP No.1 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer SLIDER Left 2x6 SP No.2 1-4-8,Right 2x6 SP No.2 1-4-8 Installation guide. REACTIONS. (lb/size) 2=850/0-3-8 (min.0-1-8),8=850/0-3-8 (min.0-1-8) Max Horz 2=129(LC 11) Max Uplift2=-502(LC 12),8=-502(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36,2-16=-108/103,2-2=-175/113,2-3=-84/124,3-25=-695/1178,4-25=-686/1197,4-26=-1226/1714, 5-26=-1167/1727,5.27=-1167/1711,6-27=-1226/1698,6-28=-686/1198,7-28=-695/1179,7-8=-174/124,8-22=-108/103, 8-9=0/36 BOT CHORD 2-17=-21/31,2-13=-831/527,2-12=-831/527,11-12=-1359/1221,10-11=-1401/1221,8-10=-860/527,8-23=-21/31 WEBS 5-11=-1377/810,6-11=-193/150,6-10=-751/606,7-10=-851/419,4-11=-184/150,4-12=-751/621,3-12=-851/419 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 C;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 9-7-8,Exterior(2)9-7-8 to 12-7-8 zone;cantilever left and right exposed;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.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 502 lb uplift at joint 2 and 502 lb uplift at joint 8. 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 A0027523 7035 T03 COMMON 1 1 Job Reference(optional)------ Buiding Component Supply,Green Cove Springs,FL Run:7.600 s Oct 3 2014 Print:7.620 s Apr 30 2015 MiTek Industries,Inc.Thu 1415:14:4*2015 Paps r 7-13 ID:7ReVQfeCpjBOPurX79SRFXzlyoU-nLeOzoh_y_gnkTGQzODIPI QioZg5II1QzGIDS -1-4438-7-13 7-0-0 9.7-8 12-3-0 19-3-0 247-0 , {-1-4-0 7-0-0 I 2-7-8 I 2-7$ --..._i __. 70 1 0 Scale=1:36.1 4x5= 5 2x4\\ 2x4// 6.00,12 4 6 3x4 20 Iliiiiii:4 3 2 ° 8,� w 9 IQ 1■ B1 88 B2 111 ON 11 10 IK 3x8 II 3x8= 3x4= 3.5 I 0-5-8(0-1-8) 0-5-8(0-1-8) 8Z2 # 8819,7-21A# 9-7-8 19-3-0 1 9-7-8 I 9.7-8 Plate Offsets(X,Y)-- [2:0-4-1,Edge],[8:0-4-1,Edge] 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 0.40 Vert(LL) -0.12 11-18 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.32 11-18 >732 180 BCLL 0.0 • Rep Stress Incr YES WB 0.27 Horz(TL) 0.02 2 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:90 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-9 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.3 1-6-0,Right 2x4 SP No.3 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=850/0-5-8 (min.0-1-8),2=850/0-5-8 (min.0-1-8) Max Horz 2=129(LC 11) Max Uplift8=-271(LC 12),2=-271(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36,2-3=-761/0,3-20=-1094/343,4-20=-1024/369,4-5=-891/349,5-6=-891/349,6-21=-1024/369,7-21=-1094/343, 7-8=-761/0,8-9=0/36 BOT CHORD 2-11=-193/916,10.11=-211/916,8-10=-211/916 WEBS 5-11=-261/709,6-11=-321/229,4-11=-321/229 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 C;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 9-7-8,Exterior(2)9-7-8 to 12-4-0 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 271 lb uplift at joint 8 and 271 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 fluss ype e' A0027524 7035 104 COMMON 1 1 Job Reference(optional) Building Component Supply.Green Cove SlxMgs,FL Run:7.600 s Oct 3 2014 Print 7.620 s Apr 30 2015 MITek Industries Inc.Thu May 14 15:14:42 2015 soe 1 20-7-0 ID:7ReVQfeCpjBOPurX79SRFXzIyoU-FXCOB8IcWG6hPu2T hXSHcBv 541/9zl'212FZszGZDR 7-0-0 l 9-7-8 i 1230 I 19-3-0 I-20-7-0 7-0-0 2-7-8 2-7-8 7-0-0 1-4-0 4x5= Scale=1:35.4 4 8.00 12 2x4\\ 2x4// 3 5 �i 4• N N 6 19 3x4 3x4 2 8 1 HVJ1 7 co° B1 LLj B2 6 767#/-200n t0 9 3x6 3x8= 3x4 3x8 I 0-5-8(0-1-8) MP THD26 853R✓�294# 9-7-8 ( 19-3-0 9-7-8 9-7-8 Plate Offsets(X,Y)-- [1:0-2-12,0-1-5],[7 0 4 1,_Edge]_ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.12 10-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.32 10-13 >713 180 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:88 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-6 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 d t MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=767/Mechanical,7=853/0-5-8 (min.0-1.8) Max Horz 1=-127(LC 10) Max Uplift 1=-200(LC 12),7=-274(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-779/0,2-19=-1104/378,3-19=-1037/395,3-4=-900/373,4-5=-898/355,5-20=-1031/379,6-20=-1100/354,6-7=-760/0, 7-8=0/36 BOT CHORD 1-10=-269/928,9-10=-226/922,7-9=-226/922 WEBS 4-10=-290/720,5-10=-321/228,3-10=-331/232 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 C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-7-8,Exterior(2)9-7-8 to 12-4-0 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 20.0psf 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 200 lb uplift at joint 1 and 274 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply A0027525 7035 105 Jack-Open Girder 1 1 Job Reference(optional) Bui d ig Component Supply,Green Cove Springs,FL Run:7.600 s Od 3 2014 Print 7 620 s Apr 30 2015 MTek Industries,Inc Thu May 14 15:14:422015 Page 14 20-7-0 ID:7ReVQfeCpjBOPurX79SR€BloU-FXCOB8icWG6hPu2T_hXSHcBzOhK?yDFi212FZszGZDR 3-0-0 - - — 3-0-0 Scale=1:13.3 2 2x4 II 8.00 I 12 1 7 3 THD26 425#1-137# 0-50-e3r USP:It24 551#/-132# 3-0,0 3.0-0 Plate Offsets(X,Y)-- [1:0-0-0,0-2-9] 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 0.20 Vert(LL) -0.01 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.03 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/TP12007 (Matrix-M) Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except BOT CHORD 2x6 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) 1=551/0-5-8 (min.0-1-8),3=425/Mechanical Max Horz 1=59(LC 8) Max Uplift)=-132(LC 8),3=-137(LC 8) FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-140/80,2-3=-98/54 BOT CHORD 1-7=-81/50,3-7=0/0 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 C;Enc.,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.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 132 lb uplift at joint 1 and 137 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 at 1-2-4 from the left end to connect truss(es)T04(1 ply 2x4 SP)to front 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=-747(F) Job Truss Truss Type Qty Ply A0027526 7035 106 ROOF SPECIAL GIRDER 1 1 Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.600 s Oct 3 2014 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Thu May 14 15.14:43 2015 Page if ID:7ReVQfeCpjBOPurX79SRFXzIyoU-jkmmOUiEHaEY12dfX02hggk_M5dOhRp Rop5JzGZDQ -1 -QS7-13 3-0-0 6-10-0 10-6-4 13-7-0 _ 20-2-8 24-10-13 29-10-0 3'1'-'2-0 1-4-0 3-0-0 3-10-0 3-8-4 3-0-12 6-7-8 4-8-5 4-11-3 1-4-0 Scale=1:52.7 4x5 8 NAILED 4x10 NAILED 3x4 6.00,12 3x5 3x4 4x10;•••••••• 9 NA'ED 5 I NAILED 6 T 3x4 _-.. •itart�::: T2 . 3x4 c, �' 30 31 ,,,:.9 1 2 T �� x It au B I 44 0 11 12 N ea 19 32 18 17 16 15 14 13 Qi 2x4 NAILED 4x6-- NAILED 3x5 - 7x14 MT2OHS 3x12 M18SHS=4x10= 2x4 II 4x6 I 0-5-8M-14) Special NAILED JUS24 0-5-8(0-1-11) 1586#/-510# 1430#/-441# 20-7-13 20-7-13 3-0-0 6-10-0 10-6-4 13-7-0 20-2-8 ■ 24-10-13 29-10-0 3-0-0 3-10-0 3-8-4 3-0-12 6-7-8 4-8-5 4-11-3 - Plate Offsets(X,Y)— [2:0-3-5,0-0-5],[4:0-7-12,0-2-0],[5:0-2-4,0-1-8],[11:0-3-5,0-0-5],[17:0-2-4,0-1-8],[18:0-2-0,0-1-12] 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 0.89 Vert(LL) 0.49 16 >727 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.71 I Vert(TL) -1.15 14-16 >311 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 0.98 Horz(TL) 0.15 11 n/a n/a M18SHS 244/190 BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:155 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied. T3:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-2-11 oc bracing. BOT CHORD 2x4 SP SS WEBS T-Brace: 2x6 SP No.2-7-14 WEBS 2x4 SP No.3*Except* Fasten(2X) T and I braces to narrow edge of web with 10d(0.131"x3") W4:2x4 SP No.2 nails,bin o.c.,with 3in minimum end distance. SLIDER Left 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-6-0 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) 2=1586/0-5-8 (min.0-1-14),11=1430/0-5-8 (min.0-1-11) Max Horz 2=-137(LC 30) Max Uplift2=-510(LC 8),11=-441(LC 8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36,2-3=-1175/282,3-4=-2504/734,4-28=-4467/1329,28-29=-4467/1329,5-29=-4467/1329,5-30=-5891/1749, 6-30=-5891/1749,6-31=-6025/1750,7-31=-6025/1750,7-8=-2137/624,8-9=-2093/640,9-10=-2274/641,10-11=-1068/169, 11-12=0/36 BOT CHORD 2-19=-554/2157,19-32=-548/2152,18-32=-548/2152,18-33=-1225/4467,17-33=-1225/4467,16-17=-1645/5891, 15-16=-1658/6030,14-15=-1658/6030,13-14=-460/1967,11-13=-460/1967 WEBS 4-19=-76/69,4-18=-754/2577,6-17=-421/266,6-16=-411/557,7-16=-235/294,7-14=-4356/1332,8-14=-367/1453, 9-14=-257/153,9-13=-32/81,5-18=-1006/374,5-17=471/1598 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;BCOL=5.Opsf;h=2511;B=45ft;L=30ft;eave=4ft;Cat.II; Exp C;Enc.,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 510 lb uplift at joint 2 and 441 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)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent at 10-6-4 from the left end to connect truss(es)T05(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)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)48 lb down and 28 lb up at 3-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 13)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 14)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). rC Age(g 1I11dard 'Job Truss Truss Type Qty Ply A0027526 7035 TO6 ROOF SPECIAL GIRDER 1 1 Job Reference(optional) Building Component Supply.Green Cove Springs,FL - -- Run:7.600 s Oct 3 2014 Print 7.620 s Apr 30 2015 MiTek Industries,Inc.Thu May 14 15.14:48 2015 Page 2' I D:7ReVOfeCpjBOPurX79SRFXzIyoU-jkmmOUIEHaEY12dt XO2hggk_M5dOhRArHPnp5JzGZDO LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-60,4-7=-60,7-8=-60,8-12=-60,20-24=-20 Concentrated Loads(lb) Vert:4=-7(F)19=0(F)18=-12(F)17=-405(F)5=-7(F)28=-7(F)30=-7(F)32=-12(F)33=-12(F) Job Truss Truss Type Oty Ply A0027527 7035 T07 ROOF SPECIAL 1 1 Job Reference(optional) MINN Component Supply,Green Cove Springs.FL Run:7.600 s Oct 3 2014 Print 7.620 s Apr 30 2015 MiTek Industries.Inc. Thu May 14 15:14:43 2015 Page if ?�7-13 ID:7ReVOfeCpjBOPurX79SRFXzIyoU-jkmmOUiEHaEY12dfX02hggk165amh P,,oqpp5JzGZDO 1_.12% 5-0-0 1 lo-3-8 I 15-7-0 _----- 20-2-8 _22-10-0 I 29-10-0 Yt2-0i 1-4-0 5-0-0 5-3-8 5-3-8 4-7-8 2-7-8 7-0-0 1-4-0 Scale=1:52.7 4x5= 7 la 2x4// 4x5= 4x5= 29 K 8 6.00 12 4 3x4= o i• ai T :43:24 25 / 3x 9 10 � 2 \(zcizE, - 11 1 1 `tny dl ....: 15 14 13 12 \v 3x4-- 3x8 MT2OHS- 3x8= 3x8 0-5-8( q$) 3x4 0-5-8(0-1-8) 1273#/-382# 1273#/-382# 20-7-13 20-7-13 5-0-0 12-7-4 1 20-2-8 1 29-10-0 I 5-0-0 7-7-4 7-7-4 9-7-8 Plate Offsets(X,Y)-- [2:0-4-1,Edge],[10:0-4-1,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 0.65 Vert(TL) -0.19 14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.53 14-15 >681 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.83 Horz(TL) 0.12 10 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:151 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-1 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3*Except` MiTek recommends that Stabilizers and required cross bracing � W5:2x6 SP No.2 be installed during truss erection,in accordance with Stabilizer SLIDER Left 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-6-0 L Installation guide. REACTIONS. (lb/size) 2=1273/0-5-8 (min.0-1-8),10=1273/0-5-8 (min.0-1-8) Max Horz 2=137(LC 11) Max Uplift2=-382(LC 12),10=-382(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36,2-3=-818/152,3-24=-2004/654,24-25=-1989/658,4-25=-1980/672,4-26=-1756/651,26-27=-1756/651, 5-27=-1756/651,5-28=-3001/999,6-28=-3001/999,6-29=-1764/602,7-29=-1702/615,7-8=-1747/645,8-30=-1852/657, 9-30=-1937/631,9-10=-1045/0,10-11=0/36 BOT CHORD 2-15=-492/1722,14-15=-850/2817,13-14=-917/3074,12-13=-917/3074,10-12=-458/1657 WEBS 4-15=-137/671,5-15=-1216/437,5-14=0/364,6-14=-102/99,6-12=-1825/698,7-12=-424/1313,8-12=-281/193 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 C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 5-0-0,Exterior(2)5-0-0 to 8-0-0, Interior(1)15-7-0 to 31-2-0 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 20.0psf 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 382 lb uplift at joint 2 and 382 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 A0027528 7035 T08 ROOF SPECIAL 1 1 Job Reference(optional) Building Component --------- -- (optional) rig po Supply,Green Cove Springs,FL Run:7.600 s Oct Od 3 2014 Print:7 620 s Apr 30 2015 Mi7ek Industries,Inc. Thu May 14 15:14:412015 Page b ID:7ReVQfeCpjB20.P2ur8X79SRFX2zll ooUO jkmmOUIEHaEY1 Zd�fXO Ohggk?h5cihY,F,Apgp5JJzGZDQ 17-13 7-0-0 13-0-0 17-7-0 '1 1 1-4-0 I 1 7-0-0 6-0-0 4-7-0 2-7-8 2-7-8 7-0-0 1-4-0 Scale=1:52.7 4x5 6x6 7 2x4 11 4x5= tis----„, 2x4// 6.00 12 4 5 8 l� T2 28 27 • 25 1 9 N 3x4 > 3x4 v 24 , 289 41 01 2 HW . 10 11.9 41 4\1/ o c 15 14 13 12 2x4 I 3x4= 3x8= 3x8 1 O-0$0$-0) 3x8= 0-5-8(0-1-8) 1273#/-382# 1273#/-382# 20-7-13 20-7-13 7-0-0 13-0-0 20-2-8 29-10-0 7-0-0 6-0-0 I 7-2-8 f 9-7-8 Plate Offsets(X,Y)- [2:0-4-1,Edge),[4:0-4-12 Edge],[10:0-4-1,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 0.81 Vert(LL) -0.15 12-22 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.42 12-22 >858 180 BCLL 0.0 * Rep Stress Ina YES WB 0.53 Horz(TL) 0.10 10 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) , Weight:151 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 7-5-1 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1273/0-5-8 (min.0-1-8),10=1273/0-5-8 (min.0-1-8) Max Horz2=137(LC 11) Max Uplift2=-382(LC 12),10=-382(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36,2-3=-840/0,3-24=-1954/639,24-25=-1939/652,4-25=-1864/665,4-26=-2305/838,26-27=-2305/838, 5-27=-2305/838,5-6=-2305/838,6-7=-1727/637,7-8=-1746/650,8-28=-1854/664,9-28=-1938/638,9-10=-1043/0, 10-11=0/36 BOT CHORD 2-15=-462/1666,14-15=-460/1670,13-14=-620/2205,12-13=-620/2205,10-12=-467/1658 WEBS 4-15=0/235,4-14=-255/756,5-14=-367/219,6-14=-66/227,6-12=-1222/515,7-12=-477/1371,8-12=-284/201 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 C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 7-0-0,Exterior(2)7-0-0 to 10-0-0, Interior(1)17-7-0 to 31-2-0 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 382 lb uplift at joint 2 and 382 lb uplift at joint 10. 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 A0027529 7035 T09 ROOF SPECIAL 1 1 I Job Reference(optional) Bulking Component Supply,Green Cove Springs,FL Run:7.600 s Oct 3 2014 Pmt:7.620 s Apr 30 2015 MiTek Industries,Inc Thu May 14 15:14:44 2015 Page 11 p1�7_13 ID:7ReVQfeCpjBOPurX79SRFXzIyoU-BwK8bgjt2tMPeBCr56ZwM1HCAUysQ?7 MetzGZDP 14 7-0-0 9-0-0 14-11-7 19-7-0 20-2-8 22-10-0 29-10-0 3 2-0 1-4-0 1 7-0-0 I 2-0-0 1 5 11-7 4-7-9 0-7-8 2-7 8 7-0 0 1-1-4-0 Scale=1:52.7 6x6 3x4= g 4x5 2x4\\ 5 27 28 6 T2 29 30 7 31 6.00 12 !� ' 2x4 4 I9 z6 �\ 3x4 3x4 cY 325 \\ 3210 2 �' 11 _ 129 i1�, -- _ B1. � B2 - MNt,, 16 15 14 13 3x4= 3x4= 3x8 3x8 0-5-8M-8) 3x4= 0-5-8(0-1-8) 1278011-399# 1284#/-405# 20-7-13 20-7-13 9-0-0 14-11-7 20-2-8 20-9-3 2910 —I-- _____h_._ i 9-0-0 5-11-7 5-3-1 0:6-11 9-0-13 Plate Offsets(X,Y)-- [2:0-4-1,Edge],[5:0-1-4,0-2-12],[7:0-1-0,0-2-01[11:0-4-1,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 0.63 Vert(LL) -0.12 16-19 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.33 16-19 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.52 Horz(TL) 0.09 11 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:156 1b FT=20% • LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-5 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-9-2 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1278/0-5-8 (min.0-1-8),11=1284/0-5-8 (min.0-1-8) Max Horz 2=-138(LC 10) Max Uplift2=-399(LC 12),11=-405(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36,2-3=-1008/24,3-25=-1951/758,25-26=-1865/772,4-26=-1820/784,4-5=-1782/782,5-27=-1880/894, 27-28=-1880/894,6-28=-1880/894,6-29=-1584/820,29-30=-1584/820,30-31=-1584/820,7-31=-1584/820,7-8=-20/0, 7-9=-1797/811,9-32=-1876/807,10-32=-1962/782,10-11=-1002/0,11-12=0/36 BOT CHORD 2-16=-48411668,15-16=-389/1568,14-15=-389/1568,13-14=-565/1880,11-13=-547/1678 WEBS 4-16=-245/195,5-16=-87/380,5-14=-228/490,6-14=-208/187,6-13=-485/128,9-13=-226/171,7-13=-153/565 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=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 9-0-0,Exterior(2)9-0-0 to 22-10-13 ,Interior(1)22-10-13 to 31-2-0 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 399 lb uplift at joint 2 and 405 lb uplift at joint 11. 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 A0027530, L 7035 T10 HIP 1 1 --- I Job Reference(optional) I Wising Component Supply,Green Cove Springs,FL Run:7.600 s Oct 3 2014 Print:7.620$ f Apr 30 2015 MiTek Industries,Inc. Thu May 14 15.14.4 2015 Page 17-13 5-7-12 11-0-0 18-10-0 ReVQfeCpjBOPurX79SRFXzly2U2 BwK8bgjt2tMPeBCr56ZwM299BOyWQ3e?y9 I�t�IzGZDP 1 14.0' 5-7-12 l 5 4 4 7-10-0 5-4-4 5-7-12 Scale=1:51.0 4x10= 4x5= 5 25 26 27 6 t. 12 6.00 riT 3x4 24 N. 28 3x4 4 \... o cl W8 \, W8 co 3x4 29 3x4 23 31' W I W1 8 2 9 _ ,�aqy 1(-% '.::1--- — 1 — i I _ = B2 _ i� 1 �d 14 13 12 11 10 3A 1 2x4 3x4= 3x4 3x8= 2x4 3x8 !I 0-5-6(o-1-8) 0-5-8(0-1-8) 1275#/-384# 1192#/-312# 20-7-13 20-7-13 5-7-12 I 11-0-0 I 18-10-0 I _ 24-2-4 29-10-0 5-7-12 5-4-4 7-10-0 5-4-4 5-7-12 Plate Offsets(X,Y)— [2:0-4-1,Edge],[5:0-7-0,0-2-0],[9:0-4-1,Edge] 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 0.82 Vert(LL) -0.11 11-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.32 11-13 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.26 Horz(TL) 0.10 9 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) 1 Weight:156 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. T2:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 7-9-14 oc bracing. BOT CHORD 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.3-5-11 WEBS 2x4 SP No.3 Fasten(2X) T and I 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. SLIDER Left 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-6-0 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) 9=1192/0-5-8 (min.0-1-8),2=1275/0-5-8 (min.0-1-8) Max Horz 2=152(LC 11) Max Uplift9=-312(LC 12),2=-384(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36,2-3=-847/193,3-23=-1991/681,4-23=-1977/701,4-24=-1678/633,5-24=-1614/652,5-25=-1452/643, 25-26=-1452/643,26-27=-1452/643,6-27=-1452/643,6-28=-1616/648,7-28=-1681/626,7-29=-1933/700,8-29=-2005/680, 8-9=-910/214 BOT CHORD 2-14=-562/1723,13-14=-562/1723,12-13=-400/1451,11-12=-400/1451,10-11=-550/1729,9-10=-550/1729 WEBS 4-14=0/157,4-13=-329/188,5-13=-30/403,5-11=-138/140,6-11=-40/405,7-11=-346/195,7-10=0/158 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=30ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 11-0-0,Exterior(2)11-0-0 to 23-0-15,Interior(1)23-0-15 to 29-10-0 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,with BCDL=10.0psf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 312 lb uplift at joint 9 and 384 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)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard Job trussTruirs Type Oty Ply A0027531 7035 T11 HIP 1 1 ;Job Reference(optional) Bwlkinp Component SupWY Green Cove Springs,FL Run 7.600 s Oct 3 2014 Print 7,620 s Apr 30 2015 MiTek Industries,Inc. Thu May 14 15:14:45 2015 Page r I D:7ReVQfeCpj BOPu rX79SRFXzl yoU-f6uX pAkVpBUGGLn2fp49vFpM FuJ?9RQ8K4pv/A�ZGZDO 1 7-13 6-7-12 13-0-0 16-10-0 23-2-4 29-10-0 i 1-4-0 i 6-7-12 I 6-4-4 I 3-10-0 6-4-4 6-7-12 Scale=1:51.7 6.0(02 4x5= 4x5= 6 7 13- 3x5 5 28 3x4 G 25 3x4 8 L. N 4\ r r- W3 1N8 \ 27 3x4 3x4 3 24 W Wi �9 2 1 `\ 10 i 1 .q a0b 1 B1 u l - i --- 15 14 13 12 11 g 2x4 3x5= 3x4= 2x4 1 3x8 0-5 (0-1-8) 3x4= 0-5-4(0-1-8) 1275#/-384# 1192#/-312# 20-7-13 20-7-13 6-7-12 13-0-0 16-10-0 1 23-2-4 I 29-9-12 29-10-0 • 6-7-12 6-4-4 3-10-0 6-4-4 6-7-8 2g�� Plate Offsets(X,Y)-- [2:0-4-1,Edge],[10:0-4-1,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.26 14-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.46 14-15 >778 180 BCLL 0.0 * Rep Stress Incr YES WB 0.61 Horz(TL) 0.10 10 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:151 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-1 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-11-4 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10=1192/0-5-4 (min.0-1-8),2=1275/0-5-8 (min.0-1-8) Max Horz2=178(LC 11) Max Uplift10=-312(LC 12),2=-384(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36,2-3=-827/139,3-24=-1993/658,4-24=-1979/682,4-25=-1529/588,5-25=-1457/590,5-6=-1439/607, 6-7=-1292/602,7-26=-1438/618,8-26=-1529/592,8-27=-1872/681,9-27=-2004/664,9-10=-885/160 BOT CHORD 2-15=-537/1751,14-15=-537/1751,13-14=-310/1292,12-13=-310/1292,11-12=-524/1725,10-11=-524/1725 WEBS 4-15=0/238,4-14=-565/262,6-14=-88/384,7-12=-97/385,8-12=-578/269,8-11=0/241 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=30ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 13-0-0,Exterior(2)13-0-0 to 16-10-0,Interior(1)21-0-15 to 29-10-0 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,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 312 lb uplift at joint 10 and 384 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 Ply A0027532 7035 T12 I COMMON I 1 Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.600 s Oct 3 2014 Print:7 620 s Apr 30 2015 MiTek Industries,Inc. Thu May 14 15:14:45 2015 Paget, I D:7 ReVOfeC pjBOPu rX79SR FXzlyoU-f6uXpAkV pBUGGLn 2fp49vF pKUu E H 9WM919j9,v.6BzGZDO 1 7-13 7-7-4 14-11-0 22-2-12 29-10-0 I1-4-0I 7-7-4 I 73-12 • 7-3-12 7-7-4 ' 4x5 Scale=1:52.9 6.00 RI 6 ii.! 3x4:•.-- T3 24 3x5 7 2x4\\ 5 �\ 2x4 \25 3x4 3x4% 1 3 22 9 2 ti s 104 q� �i.i 1 0-aqp 13 26 12 27 11 ''' 3x4= 3x8 MT2OHS= 3x4= 3x8 -u(u3�g 0-5-4(0-1-8) 0-5 -1-8) 1 zig#j_$§4# 11 #/442# 10-0.8 19-9-8 29-9-12 29-10-0 10-0-8 I _ 9-9-0_ I 10-0-4 0.0-4 Plate Offsets(X,Y)— [2:0-4-1,Edge],[10:0--4-1,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 0.79 Vert(LL) -0.45 11-13 >789 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 1.00 Vert(TL) -0.75 11-13 >475 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.30 Horz(TL) 0.08 10 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:141 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 2-2-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1275/0-5-8 (min.0-1-8),10=1192/0-5-4 (min.0-1-8) Max Horz 2=201(LC 11) Max Uplift2=-384(LC 12),10=-312(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36,2-3=-1053/0,3-22=-1954/581,4-22=-1880/609,4-5=-1749/589,5-23=-1644/603,6-23=-1632/618, 6-24=-1638/643,7-24=-1651/628,7-8=-1756/624,8-25=-1809/635,9-25=-19621614,9-10=-1067/0 BOT CHORD 2-13=-450/1759,13-26=-206/1166,12-26=-206/1166,12-27=-206/1166,11-27=-206/1166,10-11=-451/1684 WEBS 6-11=-180/738,8-11=-420/293,6-13=-173/729,4-13=-415/291 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=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 14-11-0,Exterior(2)14-11-0 to 17-11-0 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 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 384 lb uplift at joint 2 and 312 lb uplift at joint 10. 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 A0027533 7035 T13 II COMMON GIRDER 1 2,Job Reference(optional) Building Component Supply,Green COVe Springs,FL Run:7.600 s Oct 3 2014 Print:7 620 s Apr 30 2015 MiTek Industnes.Inc. Thu Ma 14 15:14:46 2015 Page 1' ID:7ReVQfeCpjBOPurX79SRFXzlyoU-71SvOW17aVc7uVMEDXbOSS le IzNOTiezGZDN 1-7-13 5-1-9 10.0.4 - 14-11-0 - 19-9-12 24-8-7 28-3-0 29 Cbf"13 11-4-0 I 5-1-9 I 4-10-12 I 4-10-12 4-10-12 4-10-12 3-6-9 1-7-0 4x5= Scale=1:57.3 12 7 8 9 416.00 4 10 • 11 3 �r 1 �\ 31 2 – — — 1i, 1219 :w u 4111111poo" B3 i n s 20 19 18 17 16 15 14 13 0-5 -1-8) 2x4 II 3x8 4 = 3x8 0 5-4(0-2-3) 1416#/-426# 3 #/-1069# THD26 204-13 261010 5-1-9 i 140.4 14-11-0 19-9-12 24-8-7 28-3-0 29.9.12 87 9 -�-410.12 1 4-10.12 I 4-10-12 I 4-10.12 i 3-6-9 --- 1.6.12 I 0-0-4 Plate Offsets(X,Y)-- [2:0-2-9,0-1-5],[12:0-0-0,0-2-9],[13:0-4-12,0-1-8] LOADING(psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.07 15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.16 15-17 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.29 1 Horz(TL) 0.05 12 n/a n/a BCDL 10.0 Code FBC201 O/TP12007 (Matrix-M) Weight:372 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-9 oc purlins. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. B3:2x6 SP No.2 WEBS 2x4 SP No.3 WEDGE Right:2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 2=1416/0-5-8 (min.0-1-8),12=3707/0-5-4 (min.0-2-3) Max Horz 2=201(LC 24) Max Uplift2=-426(LC 8),12=-1069(LC 8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36,2-3=-1133/190,3-4=-2260/613,4-5=-2023/594,5-6=-1918/606,6-7=-1656/563,7-8=-1583/563,8-9=-1654/543, 9-10=-2344/697,10-11=-3464/986,11-12=-5299/1531 BOT CHORD 2-20=-475/1952,19-20=-475/1952,18-19=-380/1774,17-18=-380/1774,16-17=-460/2038,15-16=-459/2039, 14-15=-817/3092,13-14=-1323/4618,12-13=-1323/4618 WEBS 4-20=0/130,4-19=-271/136,6-19=-23/303,6-17=-554/224,7-17=-358/1150,9-17=-935/335,9-15=-146/692, 10-15=-1229/413,10-14=-194/831,11-14=-16741752,11-13=-651/1537 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,2x6-2 rows staggered at 0-5-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 11-13 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=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=30ft;eave=4ft;Cat.II; Exp C;End.,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 426 lb uplift at joint 2 and 1069 lb uplift at joint 12. 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 28-3-0 from the left end to connect truss(es)T16 (1 ply 2x6 SP)to back face of bottom chord. 11)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard Continued on page 2 Job Truss Truss Type Qty Ply A0027533 7035 T13 COMMON GIRDER 1 2 job Reference(optional) Boling Component Supply,Green Cove Springs,FL Run:7.600 s Oct 3 2014 Print 7 620 s Apr 30 2015 MiTek kWustries,Inc. Thu May 14 15:14:46 2015 Paagge�2�� ID:7ReVQfeCpjBOPurX79SR FXzlyoLI-7IS vOW7aVc7uVMEDXbOSSMcOIeLuzglzNOTieZC�N LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-7=-60,7-12=-60,21-25=-20 Concentrated Loads(lb) Vert:13=-2657(B) lyp,ya;.,.w-..:a�.s�.z»h.::««... y.�.3w„•+n�.;e,.-:.,r:-:-- w:.,.«a-n�....,+ :-.....-«.� .,<:ts...,,,.,s._�....,�,,,,<.:,:, .....:�. .. .,..M.,,-............. ...... ...,, ....,,... ,.�.».., ....4.. ......,,:,..,.,.�,,. `,.,� A0027534 Jo�1 Truss Truss Type Qty Ply 7035 IT14 COMMON 4 1 Job Reference(optional) Budding Component Supply,Green Cove Springs,FL Run:7.600 s Oct 3 2014 Print:7.620 s Apr 30 2015 MiTek Industries,Inc. Thu Ma 14 15:14:46 2015 P tt_ 2%7-13 ID:7ReVOfeCpjBOPurX79SRFXzlyoU-71SV0W7aVc7uVMEDXbOSSMWRIag NI IOTiezGZON 1�U 7-7-4 14-11-0 22-2-12 ------- 28-2-4 1-4-0 I 7-7-4 7-3-12 7-3-12 5-11-8 - 4x5- Scale=1:52.0 6.00 12 6 ii 3x4 18 2x4\\ 5�� 4x5 4 7 20 1 , 38x4 11 3x4 3 17 \1110719 -. 1 \ , I01 � 12 11 21 10 11201/-294# 9 3x4= 3x4= 3x4= 3x4= 0-5 -1-8) 1200is-364# usPWusia 10-0-8 19-9-8 28-2-4 I 10-0-8 I 9.9-0 • 8-4-12 Plate Offsets(X,Y)-- [2:0-4-I,Edge],[9:0-1-12,0-1-8] LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.44 10-12 >770 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(TL) -0.71 10-12 >472 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.50 Horz(TL) 0.07 9 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight:145 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 2-2-0 oc bracing. OTHERS 2x4 SP No.3 WEBS T-Brace: 2x4 SP No.3-7-9 SLIDER Left 2x4 SP No.3 1-6-0 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) 2=1204/0-5-8 (min.0-1-8),9=1120/Mechanical Max Horz 2=188(LC 11) Max Uplift2=-364(LC 12),9=-294(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36,2-3=-1007/0,3-17=-1808/539,4-17=-1751/567,4-5=-1603/546,5-18=-1506/562,6-18=-1498/576, 6-19=-1359/556,7-19=-1461/540,7-20=-99/124,8-20=-179/108,8-9=-190/155 BOT CHORD 2-12=-450/1638,11-12=-204/1038,11-21=-204/1038,10-21=-204/1038,9-10=-377/1297 WEBS 4-12=-419/292,6-12=-177/739,6-10=-108/505,7-10=-215/222,7-9=-1475/442 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=28ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 14-11-0,Exterior(2)14-11-0 to 17-11-0 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,with BCDL=10.0psf. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 364 lb uplift at joint 2 and 294 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. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard Truss 'Truss Type Qty Ply A0027535 7035 T15 ROOF SPECIAL GIRDER 1 7.73 t - unD.60 VQfct BOP t:Job Reference 15(optional)I p� Budding Component Supply,Green Cove S n s,FL --- 7.620 s Apr 30 2015 MITek Industries,Inc. Thu May 14 15:14:412015 Page pj 79SRFXzIyoU cV?HEAILolzVfxQmE-8.0 ry dF RC010E4zGZDM --- 51-9 9-2-8 /odd 12-3-0 13-7-014-11-016-3-0,17-7-0--- 20 28-3-12 33-8-0 1.4.0 5-1-9 ; — 4-0-15 0-9-12 2-2-12 '1-4-0 1-4-0 1.4-0'1-4-0 1-9-9 '1.2-15 3-2-11 I 4-5-9 t - 5-4-4 Scale=1:62.2 4x5 12 14 4x5= 6x6 8 .T3 T {:„ 16 4x5= 13 8x8 5 X 11 1. 18 6.00112 ina, �• w" �3x 4% x4 9 44x10 10x14 MT20HS 3x4 1 Y3 0 21 ' 1 2 as1 3 141 •y 30 29 28 27 28 25 24 23 22 0.51.8) 3x4 3x4= -- 3x8 3x4= 7x10- 10x14 MT2OHS- 0-5-8(0-2-0) 1786#1-574# 4x6= THD26 3384#/-1006# 20-7-13 20-7-13 5-1-9 9-2-8 10-0-4 14-11-0 19-4-9 20-7-8 23-10-3 1 28-3-12 33-8-0 5-1-9 4-0-15 0-9.12 4-10-12 4-5-9 1-2-15 3-2-11 45-9 5-4-4 Plate Offsets(X,Y)-- [2:0-3-9,0-1-5],[5:0-4-12,Edge],[6:0-3-11,0-2-4],[17:0-0-13,0-2-4],[18:0-4-12,Edge],[19:0-1-4,0-1-8],[21:Edge,0-3-8],[23:0-3-8,0-5-0],[24:0-3-8,0-4-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.40 23-24 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 1.00 Vert(TL) -0.91 23-24 >442 180 MT2OHS 187/143 BCLL 0.0 • Rep Stress Incr NO WB 0.97 Horz(TL) 0.11 22 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:451 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2"Except" TOP CHORD Structural wood sheathing directly applied or 3-5-3 oc purlins, except T5:2x4 SP SS end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: B3:2x6 SP SS 9-10-8 oc bracing:24-26 WEBS 2x4 SP No.3*Except* 8-11-11 oc bracing:23-24. W13:2x4 SP No.2,W12:2x4 SP No.1 JOINTS 1 Brace at Jt(s):11,7,15 SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 22=3384/0-5-8 (min.0-2-0),2=1786/0-5-8 (min.0-1-8) Max Horz 2=190(LC 7) Max Uplift22=-1006(LC 8),2=-574(LC 8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 18-19=-4080/1303,19-20=-6288/1907,20-21=-13150/3917,21-22=-2793/863,1-2=0/36,2-3=-1482/325,3-4=-2958/894, 4-5=-2821/917,5-6=-3000/1029,6-7=-2238/853,7-9=-2238/853,9-11=-2238/853,11-13=-2238/853,13-15=-2238/853, 15-17=-2238/853,17-18=-3000/1029,6-8=-880/239,8-10=-842/266,10-12=-835/297,12-14=-834/297,14-16=-840/265, 16-17=-880/239 BOT CHORD 2-30=-751/2561,29-30=-751/2561,28-29=-700/2505,27-28=-700/2505,26-27=-1045/3653,25-26=-1664/5619, 24-25=-1665/5626,23-24=-3973/13303,22-23=-279/912 WEBS 4-30=-38/81,4-29=-200/134,5-27=-228/656,11-27=0/392,18-27=-998/262,19-26=-2848/894,19-24=-747/2668, 20-24=-7894/2372,20-23=-1112/460,21-23=-3716/12500,5-29=-32/253,18-26=-503/1824,11-12=-138/541,7-8=-57/48, 9-10=-75/57,13-14=-77/58,15-16=-55/48 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:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-5-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 23-20 2x4-1 row at 0-4-0 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=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=34ft;eave=4ft;Cat.II; Exp C;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)All plates are 2x4 MT20 unless otherwise indicated. 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 1006 lb uplift at joint 22 and 574 lb uplift at joint 2. 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 Job iTruss 'Truss Type 'Qty 'Ply A00275355 7035 115 ROOF SPECIAL GIRDER 1 1 I 2 Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.600 s Oct 3 2014 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Thu May 14 15:14:47.2015 Page 2 I D:7ReVQfeCpjBOPurX79SRFXzIyoU-cV?HErllLokzVfxQmE6d_guhJlwgdFMRC010E4zGZDM NOTES- 13)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent at 28-3-0 from the left end to connect truss(es)T16(1 ply 2x6 SP)to front face of bottom chord. 14)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:18-20=-60,20-21=-60,22-31=-20,1-5=-60,5-6=-60,17-18=-60,6-12=-60,12-17=-60 Concentrated Loads(lb) Vert:23=-2409(F) ,Job Truss 'TrussT Qty 'Pr A0027536 7035 20 7-0 T16 Flan Girder 1 1 Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.600 s Oct 3 2014 Print 7.620 s Apr 30 2015 MiTek Industries,Inc.Thu May 1415:14:482015 Page L' ID:7ReVQfeCpjBOPurX79SRFXzIyoU-4hZfRBmN66tg7pWdKxesXtRq_6GC i�t 2gVZnWzGZD 2-4-4 4-6-12 6-9-4 9-1-8 2-4-4 �— 2-2-8 2-2-8 2 4 4 Scale=1:16.7 4x10= 2 3x4= 2x4 II 3x4= 4x10= W1 W2 W7 W2 W1 W2 —W1 11 9 12 8 13 7 14 6 2677#/-790# THD26 7x10— THD28 6x8_ THD28 7x10= 2429#/-722# 10 THD28 5x10 MT20HS I I 5x10 MT20HS USP THD26 USP THD26 20-7-0 20-7-0 2-4-4 4-6-12 6-9-4 9-1-8 2-4-4 2-2-8 —1 2-2-8 244 Plate Offsets(X,Y)-- [2:0-1-12,0-1-8],[4:0-1-12,0-1-8],[6:Edge,0-3-8],[7:0-3-8,0-4-12],_[8:0-4-0 U-4-0],[9:0-3-8,0-4-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.10 8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(TL) -0.24 8 >440 180 MT20HS 187/143 BCLL 0.0 • Rep Stress Incr NO WB 1.00 Horz(TL) 0.02 6 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 2-0-6 oc purlins, except BOT CHORD 2x6 SP No.1 end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 6-10-1 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) 10=2677/Mechanical,6=2429/Mechanical Max Upliftl0=-790(LC 4),6=-722(LC 4) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-10=-2050/627,1-2=4275/1258,2-3=-5534/1628,3-4=-5534/1628,4-5=4213/1241,5-6=-2031/621 BOT CHORD 10-11=-79/262,9-11=-79/262,9-12=-1258/4275,8-12=-1258/4275,8-13=-1241/4213,7-13=-1241/4213,7-14=-72/236, 6-14=-72/236 WEBS 1-9=-1306/4445,2-9=-661/257,2-8=410/1395,3-8=-128/92,4-8=429/1463,4-7=-695/267,5-7=-1294/4405 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 C;End.,GCpi=0.18;MWFRS(directional);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.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 metal plate or equivalent at bearing(s)10,6 to support reaction shown. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 790 lb uplift at joint 10 and 722 lb uplift at joint 6. 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 spaced at 2-0-0 oc max.starting at 1-3-12 from the left end to 7-3-12 to connect truss(es)T14(1 ply 2x4 SP)to back face of bottom chord. 11)Fill all nail holes where hanger is in contact with lumber. 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:1-5=-60,6-10=-20 Concentrated Loads(lb) Vert:11=-1100(B)12=-1100(B)13=-1100(B)14=-1100(B) Job Truss Truss Type Qty 'Ply A0027537! 7035 T17 ROOF SPECIAL 1 1 ,Job Reference(optional) Building Component Supply.Green Cove Springs.FL Run:7.600 s Oct 32014 Print:7.620 s Apr 30 2015 MiTek Ndustnes,Inc. Thu May 14 15:14:48 2015 Page 1/ 713 ID:7ReVQfeCpjBOPurX79SRFXzlyoU-4hZfRBmN66tg7pWdKxesXtRgS6J1MINI g WzGZDL :1 , 7-0-0 ; 8-11-0 9-11-0 15-11-0 21-11-0 26-2-4 33-8-0 I 1-4-0' 7-0-0 1-11-0 1-0-0 6-0-0 6-0-0 4-3-4 7-5-12 Scale=1:59.8 4x5 4x5= 2x4 II 4x10= 6.00 12 244\\ 5 6 24 7 25 826 ir 4 1.ri 23 MNIFIr'V,v = 4x10 ao m 10 T� �.n '7' 3X4 Nv 2 3 � � W8 av N , 1 RI -J N eo 8 .� _ _ --._8 ---- I J 17 18 15 14 13 12 11 3x5 0-5-8(0-4-11) 3x8= 3x5= 3x8= 3x4= 5x6 0-5-8(0-1-9) 1422#1-419# 3x8 MT2OHS= 1339#1-353# 20-7-13 20-7-13 8-11-0 15-11-0 21-11-0 28.2-4 33-8-0 8-11-0 - 7-0-0 6-0-0 t 4-3-4 { 7-5-12 —H Plate Offsets(X,Y)– [2:0-4-1,Edge],[8:0-7-0,0-2-0],[11:0-2-12,0-1-8),[12:0-2-0,0-2-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.24 12-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.62 14-15 >652 180 MT2OHS 187/143 BCLL 0.0 • Rep Stress Incr YES WB 0.79 Horz(TL) 0.13 11 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:183 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 15:2x4 SP SS BOT CHORD Rigid ceiling directly applied or 5-4-7 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 10-12 WEBS 2x4 SP No.3 t *Exce ' - - P MiTek recommends that Stabilizers and required cross bracing W9:2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer SLIDER Left 2x4 SP No.3 1-6-0 Installation guide. REACTIONS. (lb/size) 11=1339/0-5-8 (min.0-1-9),2=1422/0-5-8 (min.0-1-11) Max Horz 2=117(LC 12) Max Upliftl1=-353(LC 12),2=-419(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36,2-3=-1042/28,3-22=-2243/753,22-23=-2150/767,4-23=-2124/779,4-5=-20841785,5-6=-2049/787, 6-24=-2645/974,7-24=-2645/974,7-25=-2645/974,25-26=-2645/974,8-26=-2645/974,8-27=-2625/926,9-27=-2684/908, 9-28=-3468/1151,10-28=-3468/1151,10-11=-1257/489 BOT CHORD 2-17=-701/1923,16-17=-736/2164,15-16=-736/2164,14-15=-779/2371,13-14=-1179/3530,12-13=-1179/3530, 11-12=-44/115 WEBS 4-17=-252/205,5-17=-658/1692,6-17=-1430/585,6-15=-214/675,7-15=-415/252,8-15=-132/345,8-14=-172/697, 9-14=-1320/467,9-12=-927/420,10-12=-1164/3507 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 C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 2-0-6,Interior(1)2-0-6 to 8-11-0,Exterior(2)8-11-0 to 25-3-6 ,Interior(1)25-3-6 to 26-2-4 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)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 353 lb uplift at joint 11 and 419 lb uplift at joint 2. 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 y A0027538 7035 T18 ROOF SPECIAL 1 1 Job Reference(optional) Building Component Supply,Green Cove Spines,FL Run:7.600 s Oct 3 2014 Print:7.620 s Apr 30 2015 MiTek Industries,Inc. Thu May 14 15:14:43 2015 Page 1, ID:7ReVQfeCpjBOPurX79SRFXzIyoU-4hZfRBmN66tg7pWdKxesXtRrA6H2Mkjb}?g WzGZDL 7-13 24-2-4 28-2-14 32-3-8 33 11-4-01 7-0-0 1 1 11-11-0 1-11-0 I 3 1 26- -'$ '-0 3-0-0 1 6-0-0 6-0-0 0-3'-4 4-0-10 4-0-10 11-4-81 Scale=1:59.8 4x5= 5 2x4\\ 8.00 12 _; 4x5= 4x5= 4x5-= 4 �g 3x4= 8 3x5= 4x5 24 !_ :e — T 71 25 :>�' 3x4 1 I � T W10;W12 o,e \2 3 23 --�4 I N el) �1 O :! 18 17 16 15 14 13 12 3x8 MT2OHS= 3x4 2x4 0-5-8(94-11) 3x8= 3x8 - $(0-1-9) 1422#/-418# 3x8 MT2OHS - 4x1 9#/-354# 20-7-13 20-7-13 8-11-0 16-5-0 23-11-0 24-2-4 32-3-8 1338-0 8-11-0 7-6-0 7-6-0 0-3-4 8-1-4 1-4$ Plate Offsets-(X,Y)-- [2:0-4-1,Edge],[12:0-2-8,0-1-0],[14:0-1-12,0-1-8] 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 0.82 Vert(LL) -0.25 16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.93 ! Vert(TL) -0.64 16-18 >627 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.83 Horz(TL) 0.16 12 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:180 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 2-2-0 oc bracing. SLIDER Left 2x4 SP No.3 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1422/0-5-8 (min.0-1-11),12=1339/0-5-8 (min.0-1-9) Max Horz 2=132(LC 12) Max Uplift2=-418(LC 12),12=-354(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36,2-3=-1037/24,3-23=-2244/731,23-24=-2152/745,4-24=-2125/757,4-5=-20851763,5-6=-2091/748, 6-7=-3371/1133,7-25=-2890/972,8-25=-2892/971,8-9=-2905/976,9-26=-590/212,10-26=-590/212,10-11=-662/213, 11-12=-1389/429 BOT CHORD 2-18=-686/1925,17-18=-1044/3076,16-17=-1044/3076,15-16=-1137/3404,14-15=-1137/3404,13-14=-646/1863, 12-13=-6/8 WEBS 4-18=-262/211,5-18=-610/1696,6-18=-1853/697,6-16=-107/448,7-16=-131/147,7-14=-592/238,8-14=-292/177, 9-14=-362/1279,9-13=-1646/608,10-13=0/186,11-13=-361/1220 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=34ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 2-0-6,Interior(1)2-0-6 to 8-11-0,Exterior(2)8-11-0 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)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 418 lb uplift at joint 2 and 354 lb uplift at joint 12. 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 l 7035 T19 ROOF SPECIAL GIRDER 1 1 I_ (optional) A00275391 Job Reference J Budding Component Supply,Green Cove Springs,FL Run:7.600 s Oct 32014 Print:7 620 s Apr 30 2015 MiTek Industries.Inc. Thu May 14 15:14:492015 Page 1' nn�7 13 ID:7ReVQfeCpjBOPurX79SRFXzlyoU-Yt71fXn?tQ?hlz4puf9535_?uVdN5A A73JyzGZDK ,.13-0 7-0-0 , 8-11-0 . 13-11-0 17-10-12 23-2-7 28-4-5 33-8-0 '1-4-0 7-0-0 ' 1-11-0 5-0-0 3-11-12 5-3-11 5-1-15 5-3-11 Scale=1:58.7 4x5— 8.00 \\ 4 12 2x4 3 NAILED NAILED 4x10 3x4 = 3x4 3x8 MT2OHS 3x8 4x10 5 6 NAILED NAKED 7 y NA ED 9 NA IkED NASD 10 22 23 24 11 25 8 26' 27 28 _.----�' W4 W6 W4 W7 W4 W7 I W4 N 2 � M�" N 1 t _ B2—e} , V -V V B!. 1 o i ::r 18 17 16 15 29 14 13 30 31 12 3233 34 '11 5x8_ 7x14 MT2OHS= 3x4 NAILED NAILED 4x5 NAILED 5x8 NAILED 5x6 0-5-802-1) 0-5-8(0-2-5) 1758#/-574# 3x4= JUS24 7x14 MT2OHS- NAILED NAILED 1978#/-696# NAILED 20-7-13 20-7-13 8-11-0 13-11-0 17-10-12 23-2-7 28-4-5 33-8-0 • 8-11-0 5-0-0 3-11-12 5-3-11 5-1-15 5-3-11 • Plate Offsets(X,Y)-- [4:0-2-8,0-1-12],[9:0-3-0,0-1-8],[11:Edge,0-3-8],[12:0-3-8,0-2-8],[13:0-1-12,0-2-0],[18:0-1-12,0-2-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.60 15 >672 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -1.28 15-16 >313 180 MT2OHS 187/143 BCLL 0.0 • Rep Stress Incr NO WB 0.95 Horz(TL) 0.15 11 n/a n/a BCDL 10.0 Code FBC2010IfPI2007 (Matrix-M) Weight:198 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except* TOP CHORD Structural wood sheathing directly applied or 1-10-3 oc puffins, except T3:2x4 SP SS,T4:2x4 SP No.1 end verticals. BOT CHORD 2x6 SP No.1 *Except* BOT CHORD Rigid ceiling directly applied or 5-3-9 oc bracing. B2:2x6 SP SS WEBS T-Brace: 2x4 SP No.3-5-18 WEBS 2x4 SP No.3`Except` Fasten(2X) T and I braces to narrow edge of web with 10d(0.131"x3") W3,W7:2x4 SP No.2 nails,6in o.c.,with 3in minimum end distance. OTHERS 2x4 SP No.3 Brace must cover 90%of web length. WEDGE - - - 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) 11=1978/0-5-8 (min.0-2-5),2=1758/0-5-8 (min.0-2-1) Max Horz 2=122(LC 25) Max Upliftl1=-696(LC 8),2=-574(LC 8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36,2-3=-3004/939,3-4=-2819/944,4-5=-2836/906,5-6=-6851/2228,6-22=-7600/2535,22-23=-7600/2535, 23-24=-7600/2535,7-24=-7600/2535,7-25=-6481/2233,8-25=-6481/2233,8-26=-6481/2233,9-26=-6481/2233, 9-27=-3954/1388,27-28=-3954/1388,10-28=-3954/1388,10-11=-1870/693 BOT CHORD 2-18=-827/2591,17-18=-2219/6821,16-17=-2219/6821,15-16=-2535/7600,15-29=-2233/6481,14-29=-2233/6481, 13-14=-2233/6481,13-30=-1388/3954,30-31=-1388/3954,31-32=-1388/3954,12-32=-1388/3954,12-33=-34/82, 33-34=-34/82,11-34=-34/82 WEBS 3-18=-272/199,4-18=-722/2269,5-18=-4741/1609,5-16=-191/516,6-16=-952/459,6-15=-283/379,7-15=-328/1215, 7-13=-902/386,9-13=-923/2757,9-12=-1530/631,10-12=-1477/4224 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=34ft;eave=4ft;Cat.II; Exp C;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 696 lb uplift at joint 11 and 574 lb uplift at joint 2. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent at 17-10-12 from the left end to connect truss(es)T20 (1 ply 2x6 SP)to back 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). rC atOSe(gj tittdard Job Truss Truss Type (NY A0027539 7035 T19 ROOF SPECIAL GIRDER 1 1 Job Reference(optional) . Guiding Component Supply,Green Cove Springs,FL Run:7.600 s Oct Od 3 2014 Print 7.620 s Apr 30 2015 MiTek Industries.Inc. Thu May 14.15:14:49 2015 Page 2' ID:7ReVQfeCpjBOPurX79SRFXzIy0U-Yt7lfXn?tQ?hlz4puf9535_?uVdN5A5kfKE7Jyz-aZDK LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-60,4-5=-60,5-10=-60,11-19=-20 Concentrated Loads(lb) Vert:8=-40(B)15=-478(B)14=-31(B)22=-40(B)24=-40(B)25=-40(B)26=-40(B)27=-40(B)28=-40(B)29=-31(B)30=-31(B)31=-31(B)32=-31(B)33=-31(B)34=-31(B) . Job truss Truss Type Qty Ply A0027540 7035 T20 Jack-Open Girder 1 1 I Job Reference(optional) Buiiding Component Supply,Green Cove Springs,FL Run:7.600 s Oct 3 2014 Print 7 620 s Apr 30 2015 MiTek Industries.Inc. Thu May 14 15:14:49 2015 Page 14. 20-7-0 ID:7ReVQfeCpjBOPurX79SH.IyoU-Yt71fXn?tQ?hlz4puf9535_BHVhu5O_kfKE7JyzGZDK 3-10-0 I---- 3-10-0 Scale=1:15.5 2 2x4 II 8.00 FIT , ill 1 ..iiiiiildill alp MI o 'B' / 7 3 THD28 499#I-164# C 2x4 0-5-8(0-1-8) 4 20-7-0 4818/-10e# 3-10.0 USP JUS24 3-10.0 Plate Offsets(X,Y)— [1:0-0-0,0-0-13] __ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) I/deft Ud PLATES GRIP I TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.02 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.06 3-6 >793 180 BCLL 0.0 * Rep Stress lncr NO WB 0.00 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:19 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-0 oc purlins, except BOT CHORD 2x6 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) 1=481/0-5-8 (min.0-1-8),3=499/Mechanical Max Horz 1=76(LC 21) Max Uplift1=-108(LC 8),3=-164(LC 8) FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-236/162,2-3=-114/68 BOT CHORD 1-7=-156/147,3-7=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 C;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.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 108 lb uplift at joint 1 and 164 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 at 1-10-12 from the left end to connect truss(es)T21 (1 ply 2x4 SP)to front 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=-684(F) ob ---- ;Truss Truss Type —_CIfY pry A0027541 7035 T21 ROOF SPECIAL 00 s Oct 32014 Print p May a�Qe- R D 7ReVOfeCpjBOPurX79SRF xzlyoU-04hQstodej7YM6f?SMgKcl Fv?C91 rPzPGZD1j Building Component Supply,Green Cove Springs,FL I _1440-7-13 7-� — — 8-11-0 15-11-0 17-10-0 1-4-0 7-0-0 1-11-0 7-0-0 1-11-0 { 4x5 Scale=1:33.3 5 2x4\\ 1411104444044 . 4 6.00 12 16 111116610"....17 4x5= 2x4 II 3x4 15 6 7 3 migUi c9 2 l'; Limoselillilliallikillilikil ■ 10 4 �•� mi Bt 11111 ►t 10 9 704#/-185# 3x6 I 4x10= 3x4= 8 36,x 3x4= p 207-§$) USP2T11D26 791#/-255# 8-11-0 17-10-0 8-11-0 { 8-11-0 Plate Offsets(X,Y)-- [2:0-2-13,0-1-13),[6:0-2-4,0-2-0),[8:0-1-8,0-1-8) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/def L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.14 8-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.35 8-10 >611 180 BCLL 0.0 • Rep Stress Incr YES WB 0.25 Horz(TL) 0.03 8 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:88 lb FT=20% • LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-15 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-7-14 oc bracing. SLIDER Left 2x4 SP No.3 1-6-0 MiTek recommends nds that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=704/Mechanical,2=791/0-5-8 (min.0-1-8) Max Horz 2=109(LC 11) Max Uplift8=-185(LC 12),2=-255(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36,2-3=-615/0,3-15=-982/303,15-16=-911/315,4-16=-843/329,4-5=-827/338,5-17=-771/292,6-17=-878/276, 6-7=-97/0,7-8=-37/27 BOT CHORD 2-10=-268/815,9-10=-356/900,8-9=-356/900 WEBS 4-10=-298/201,5-10=-128/484,6-10=-248/204,6-8=-1077/488 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=24ft;eave=41t;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 8-11-0,Exterior(2)8-11-0 to 11-11-0,Interior(1)15-11-0 to 17-8-4 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 185 lb uplift at joint 8 and 255 lb uplift at joint 2. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard pob Truss Truss Type .Qty .Ply A0027542 7035 122 COMMON 13 1 Job Reference(Optional) Building Component Supply,Green Cove Springs,FL - - - Run:7.600 s Oct 3 2014 Print:7.620 s Apr 30 2015 MiTek Industries.Inc. Thu May 14 15 14:50 2015 Page Y x7-13 ID:7ReVQfeCNBOPurX79SRFXzIyoU-04hQstodej7YM6f?SMgKcIWH7 ggktu_grPzGZDJ 1 7-0-0 8-11-0 10-10-0 17-10-0 99-2-0 -- 1-4-0 7-0-0 1-11-0 1-11-0 7-0-0 1-4-0 4x5 Scale=1:33.5 5 2x4 2x4 4 �� it, 21 6.00 12 22 3x4 20 1 23 3x4 3 7 2 Vogi 8 ill — 9 4 MI BI m _ B2 O IM. 11 70 PM .- 3x6 II 3x8= 3x4 x6 3x6 II 0-5-80-1-8) 020-7-138) 793#/-256# 8-11-0 17-10-0 793#/-256# 8-11-0 8-11-0 Plate Offsets(X,Y)-- [2:0-2-13,0-1-9],[8:0-2-13,0-1-9]_____ 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 0.41 Vert(LL) -0.09 11-18 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 1 BC 0.70 Vert(TL) -0.24 11-18 >899 180 BCLL 0.0 • Rep Stress Incr YES WB 0.29 Horz(TL) 0.02 2 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 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 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=793/0-5-8 (min.0-1-8),2=793/0-5-8 (min.0-1-8) Max Horz2=120(LC 11) Max Uplift8=-256(LC 12),2=-256(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36,2-3=-653/0,3-20=-989/315,20-21=-920/327,4-21=-850/341,4-5=-829/347,5-6=-829/347,6-22=-850/341, 22-23=-920/327,7-23=-989/315,7-8=-653/0,8-9=0/36 BOT CHORD 2-11=-175/823,10-11=-187/823,8-10=-197/823 WEBS 5-11=-330/758,6-11=-329/250,4-11=-329/251 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 C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 8-11-0,Exterior(2)8-11-0 to 11-11-0 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 20.0psf 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 256 lb uplift at joint 8 and 256 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 o cuss Qty P Truss Type - -S � I A0027543I 7035 123 Common Supported Gable 1 1 I J Job Reference(optional) i , Budding Component Supply.Green Cove Springs.FL Run:7.600 s Oct 3 2014 Print 7.620 s Apr 30 2015 MiTek Industries,Inc, Thu May 1415:14:512015 Pase 1' . -1--4--30-7-13 8-11 0 ID:7ReVQfeCpjBOPurX79SRFXzIyoU-UGFo3DpGP1FP GEB?4BZ9W3WBJW1ZIs17ejENrzcIDI 1 4 0 + 17-10-0 19 2-0 8-11-0 8-11-0 I 1-4-0 Scale=1:33.2 4x5= 9 10 8 PAR 31 7 a I 1132 6 . , 12 • 5 / . _ 13 • 6.00 12 3x4 • STO 3x4 4 •TS $T 14 41 303 • 'T T I 15 33 a 2 T �7 n H ST 16 �{' • • 61= 0 U J 0 H B2 ' 17 0 3x5 I 29 28 27 26 25 24 23 22 21 20 19 18 3x5 I 3x4 20-7-13 17-10.0 I 17-10-0 Plate Offsets(X,Y)-- [2:0-2-4,0-0-1],[16:0-2-4,0-3-9] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) -0.00 17 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(TL) -0.01 17 n/r 120 BCLL 0.0 * Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 16 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight:107 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. OTHERS 2x4 SP No.3 iz -q MiTek recommends that Stabilizers rs r and required cross bracing be installed during truss erection,in accordance with Stabilizer 1 Installation guide. REACTIONS. (lb/size) 2=190/17-10-0 (min.0-1-14),24=93/17-10-0 (min.0-1-14),25=110/17-10-0 (min.0-1-14),26=106/17-10-0 (min. 0-1-14),27=108/17-10-0 (min.0-1-14),28=102/17-10-0 (min.0-1-14),29=131/17-10-0 (min.0-1-14), 23=110/17-10-0 (min.0-1-14),22=106/17-10-0 (min.0-1-14),20=108/17-10-0 (min.0-1-14),19=102/17-10-0 (min.0-1-14),18=131/17-10-0 (min.0-1-14),16=190/17-10-0 (min.0-1-14) Max Horz 2=-113(LC 10) Max Uplift2=-98(LC 12),25=-35(LC 12),26=-45(LC 12),27=-40(LC 12),28=-48(LC 12),29=-30(LC 12),23=-35(LC 12), 22=-45(LC 12),20=-40(LC 12),19=-48(LC 12),18=-30(LC 12),16=-98(LC 12) Max Grav2=190(LC 1),24=100(LC 17),25=111(LC 17),26=106(LC 21),27=108(LC 1),28=102(LC 21),29=135(LC 17), 23=111(LC 22),22=106(LC 22),20=108(LC 1),19=102(LC 22),18=134(LC 18),16=190(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/18,2-30=-95/73,3-30=-74/80,3-4=-69/81,4-5=-73/68,5-6=-62/87,6-31=-54/127,7-31=-41/130,7-8=-56/175, 8-9=-70/212,9-10=-70/210,10-11=-56/173,11-32=-29/128,12-32=-40/124,12-13=-26/85,13-14=-32/42,14-15=-62/31, 15-33=-65/29,16-33=-73/22,16-17=0/18 BOT CHORD 2-29=-30/115,28-29=-30/115,27-28=-30/115,26-27=-30/115,25-26=-30/115,24-25=-30/115,23-24=-30/115, 22-23=-30/115,21-22=-30/115,20-21=-30/115,19-20=-30/115,18-19=-30/115,16-18=-30/115 WEBS 9-24=-88/3,8-25=-84/132,7-26=-80/128,6-27=-80/82,5-28=-80/82,4-29=-94/104,10-23=-84/132,11-22=-80/128, 12-20=-80/82,13-19=-80/82,14-18=-93/104 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.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat.II; Exp C;Enc.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)-1-4-0 to 1-8-0,Exterior(2)1-8-0 to 8-11-0,Comer(3)8-11-0 to 11-11-0 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)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 1-4-0 oc. 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.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. 9)Solid blocking is required on both sides of the truss at joint(s),2. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 98 lb uplift at joint 2,35 lb uplift at joint 25, 45 lb uplift at joint 26,40 lb uplift at joint 27,48 lb uplift at joint 28,30 lb uplift at joint 29,35 lb uplift at joint 23,45 lb uplift at joint 22,40 lb uplift at joint 20,48 lb uplift at joint 19,30 lb uplift at joint 18 and 98 lb uplift at joint 16. 11)'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 Truss Type -Qty Ply A0027544 7035 T24 HIP GIRDER 2 1 Bu7drig Component Supply,Green Co vs SpAnps,FL ID:7ReVDOfeC BOPu X79SRFXzlyoU MiTek FP_GEB?46 9uW3 v 15:14:5f k17ejENrzGZDI -1-4-0 20-7-13 6-1-14 8-3-2 13-4-4 145f 15.9-0 1-4-0 1-0-12 5-1-2 i 2-1-3 5-1-2 ' 1-0-12 1-4-0 ' Scale=1:28.4 SPecial 4x10= Special 4x5- 4.24 i12 .� T3 a. NAZI �� BAILED 19 8.00 12 5x8 1 1 1 5x8 3 t 8 ,:l 21 „,..(.1 ...MI-o_l_lAtoril• N. �rmn • 1 8 0[ 1 1 1 �m�� B1 _ n n 11 MI 09.-X4 12 21 2211 10 24 9 =, NAILED --0- 0-1-8) 2x4 I 4x5 4x10 2x4 1 ) 11409#NAILED NAILED NAILED 3x1184#!(-4t NAILED NAILED NAILED 20-7-13 20-7-13 1-0-12 . 6-1-14 8-3-2 13-4-4 14-5-0 1-0-12 5-1-2 2-1-3 5-1-2 1-0-12 Plate Offsets(X,Y)– [3:0-5-0,0-2-12],[4:0-5-12,0-2-0],[6:0-5-0,0-2-12] 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 0.54 Vert(LL) 0.05 10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.48 Vert(TL) -0.11 10 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.30 I Horz(TL) 0.02 7 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:90 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-2 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-0-0 oc bracing. WEBS 2x4 SP No.3 - - - ir- WEDGE MiTek recommends that Stabilizers and required cross ss bracing be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3,Right:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 2=1166/0-5-8 (min.0-1-8),7=1164/0-5-8 (min.0-1-8) Max Horz 2=-55(LC 30) Max Uplift2=-409(LC 4),7=-410(LC 5) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36,2-3=-1594/527,3-19=-2265/776,4-19=-2219/783,4-5=-2088/750,5-20=-2215/783,6-20=-2261/776, 6-7=-1595/530,7-8=0/36 BOT CHORD 2-12=-442/1393,12-21=-416/1345,21-22=-416/1345,11-22=-416/1345,10-11=-672/2092,10-23=-428/1347, 23-24=-428/1347,9-24=-428/1347,7.9=-450/1395 WEBS 3-12=-299/143,3-11=-264/797,4-11=-35/128,4-10=-99/88,5-10=-72/132,6-10=-258/791,6-9=-294/139 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 C;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.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 409 lb uplift at joint 2 and 410 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)"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)500 lb down and 210 lb up at 6-1-15 500 lb down and 210 lb up at 8-3-2,and 109 lb down and 101 lb up at 6-1-15,and 109 lb down and 101 lb up at 8-3-2 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:1-3=-60,3-4=-60,4-5=-60,5-6=-60,6-8=-60,13-16=-20 Concentrated Loads(lb) Vert 4=-527(F=-27)5=-527(F=-27)12=54(F)10=-39(F)9=54(F)19=28(F)20=28(F)21=2(F)22=-65(F)23=-26(F)24=2(F) Job Truss Truss Type Qty Ply - — A0027545 7035 125 HIP 2 1 1 Job Reference(optional) . Buid rig Component Supply,Green Cove Springs,FL - Run:7.600 s Oct 3 2014 Print:7.620 s Apr 30 2015 MiTek Industries,In Thu May 14 15:14:52 2015 Page_f 2°4-13 ID:7ReVQfeCpjBOPurX79SRFXzIyoU-ySpAHZpu9LNGcOpOZniohjcagfIIpALITnwHzGZDH 1�0 48-0 9-9-0 14-50 15-9-0 140_.. 48-0 i 5-1-0 4-8-0 _. . 1-4-0 Scale=1:27.2 6x8: Special Special 4x5 21 22 51 6.00 rii MR 3x4 20 23 3x4 3 8 uV1 IIV1 2 ,� 7 .. ■ 6 �■ B1 O 11 ■ B2 ■ li ■ PM„ 10 9 3x4- 2x4 — 0-5311p11-8) 3x80'548(0-1-8) 1157#/-362# 1157#/-362# 20-7-13 20-7-13 4-8-0 9-9-0 I 14-5-0 4-8-0 5-1-0 4-8-0 Plate Offsets(X,Y)- [2:0-4-1,Edge),[4:0-4-12,Edge],[7:0-4-1,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 0.59 Vert(LL) 0.08 9-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.16 9-11 >999 180 BCLL 0.0 ' Rep Stress Inc( NO WB 0.06 Horz(TL) 0.05 7 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:69 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-10 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-4-5 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing ' SLIDER Left 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1157/0-5-8 (min.0-1-8),7=1157/0-5-8 (min.0-1-8) Max Horz 2=-71(LC 10) Max Uplift2=-362(LC 8),7=-362(LC 9) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36,2-3=-782/242,3-20=-1770/838,4-20=-1757/854,4-21=-1524/803,21-22=-1524/803,5-22=-1524/803, 5-23=-1757/854,6-23=-1770/838,6-7=-782/243,7-8=0/36 BOT CHORD 2-11=-633/1522,10-11=-630/1524,9-10=-630/1524,7-9=-646/1522 WEBS 4-11=0/154,4-9=-72/73,5-9=0/154 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 C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-13 to 1-7-3,Interior(1)1-7-3 to 4-6-0,Exterior(2)4-8-0 to 13-10-6 ,Interior(1)13-10-6 to 15-9-12 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 362 lb uplift at joint 2 and 362 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)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)500 lb down and 256 lb up at 4-8-0, and 500 lb down and 256 lb up at 9-9-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-60,4-5=-60,5-8=-60,12-16=-20 Concentrated Loads(lb) Vert:4=-500 5=-500 "Job Truss 'Truss Type Oty Ply A0027546 7035 726 DIAGONAL HIP GIRDER 2 1 • Ru^ID 7 Job Reference(optional) Building Component Supply,Green Cove Springs,FL 7.600 s Oct 3 2014 Print:7.620 s Apr 30 2015 Mi stries,Inc. Thu May 14 15:14:52 2015 Page 20-7-11 ReVQfeCpjBOPurX79SRFXzIyoU-ySpA y uNGcOpOZnioh)ccgjmLlljALlTnwHzGZDH -1-5-5 5-0-5 755 5-0-5 Scale=1:172 >1i .5.54112 125?/-76# 10 3x4 3 T7 n N 2 I AIM 1 ,. B1 , 5 89#/0# 2p 23-3-0 20-7-11 0- 13(0-1-8) 5-05 798#L--109# 5-05 Plate Offsets(X,Y)-- (2:0-3-8,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 0.46 Vert(LL) 0.06 5-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.07 5-8 >823 180 BCLL 0.0 • Rep Stress Incr NO 1 WB 0.00 Horz(TL) 0.02 4 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 5-0-5 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 4=125/Mechanical,2=298/0-5-13 (min.0-1-8),5=61/Mechanical Max Horz 2=135(LC 12) Max Uplift4=-76(LC 12),2=-109(LC 12) Max Grav4=125(LC 1),2=298(LC 1),5=89(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36,2-3=-439/58,3-10=-88/33,4-10=-88/48 BOT CHORD 2-5=-260/160 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 C;Enc.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)-1-5-5 to 2-9-10,Exterior(2)2-9-10 to 4-11-9 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 76 lb uplift at joint 4 and 109 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 T_ A0027547' 7035 127 JACK-OPEN 2 1 Job Reference(optional) Building Component Supply.Green Cove Springs,FL 20-7-0 Run:7.600 s Oct 3 2014 Print 7.620 s Apr 30 20 Industries,Inc. Thu May 14 15:14:57 Page 2015 P ' 1' a ID:7ReVQfeCpjBOPurX79SRFXzlyoU- p�4 Zpu9LNGcQpOZniohjcfJjoulljALlTnwHzGZDH -1-4-0 4-8-0- 1-4-0 4-8-0 Scale=1:17.3 i 4 I - 276#/-96# 6.00[2 116#/-73# 0-5-4(0-1-8) 4 3x4 t0 g 2 3 T1 n oS 2 1 Ale III B7 5 83#/0# 20-7-0 20-7-0 3x6 II 23-2-5 , 4-8-0 4-8-0 -- Plate Offsets(X,Y)-- [2:0-2-4,0-1-13] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.04 5-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.30 Vert(TL) -0.05 5-8 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:19 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.3 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=116/Mechanical,2=276/0-5-4 (min.0-1-8),5=57/Mechanical Max Horz 2=136(LC 12) Max Uplift4=-73(LC 12),2=-96(LC 12) Max Grav4=116(LC 1),2=276(LC 1),5=83(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36,2-3=-250/45,3-10=-88/26,4-10=-83/48 BOT CHORD 2-5=-252/145 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 C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 4-7-4 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 73 lb uplift at joint 4 and 96 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 Jolt Truss - Truss Type - Ot y 'Ply � 7035 I A0027548 T28 DIAGONAL HIP GIRDER 4 1 , Job Referer&fe{otaional) Building Component Supply,Green Cove Springs,FL - Run:7.600 s Oct 3 2014 Print:7.620 s Apr 30 2015 MiTek Industries,Inc. Thu May 14 15:14:52 2015 Page? 2 eVQfeCpjBOPurX79SRFXzIy 1OFAHZpu9LNGcQpOZniohlcdVjsjlIjALITnwHzGZDH -1-5-10 7 1-0-3 1-5-10 1-0-3 Scale=1:8.3 i 3 5.54 FIT 2 a ' a T1 I'I 38#/1 1 LIIIIi -- 4 17*r-1gg 5 21 4-1Z 2 13(0-1-8) 20-7-11 1-0-3 1-0-3 Plate Offsets(X,Y)-- [5:0-4-8,0-1-8] 222#/-157# LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(TL) 0.00 5 >999 180 BCLL 0.0 * Rep Stress Ina NO WB 0.00 1 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) 1 Weight:6 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-3 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=222/0-5-13 (min.0-1-8),4=-18/Mechanical,3=-39/Mechanical Max Horz 5=62(LC 12) Max Uplift5=-157(LC 12),4=-18(LC 1),3=-39(LC 1) Max Grav5=222(LC 1),4=17(LC 12),3=38(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 2-5=-187/421,1-2=0/41,2-3=-38/40 BOT CHORD 4-5=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 C;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(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 157 lb uplift at joint 5,18 lb uplift at joint 4 and 39 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 Truss Truss Type Qty Ply A0027 549I E035 T29 JACK OPEN 2 1 `II Job Reference(optional) ' Butting Component Supply,Green Cove Springs,FL 20-7-13 Run:7.600 s Oct o3 2014 Pmt 7.620 s Apr 30 ipjc Mustries,Inc Thu May 1415:14:532015 Page 1 ID:7ReVOfeCpjBOPurX79SRFXzlyoU-OfNY�V7DaOa7VD1Ex8gF78F1CzKayCKSkzGZDG —14-0 4-611 -- I 1-4-0 4-6-11 Scale•1:17.0 4 It11 1 272#/-96# 6.00112 11301-71# 0-5-8(0-1-8) , 3x4 10 N 3 `" N Ile 2 Bt if 5 _� 81#/0# 20-7-13 20-7-13 3x6 I 23-2-7 4-6-11 I- 4-6-11 Plate Offsets(X,Y)-- [2:0-2-4,0-1-13j LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.04 5-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.29 Vert(TL) -0.05 5-8 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight 19 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-11 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 4=113/Mechanical,2=272/0-5-8 (min.0-1-8),5=55/Mechanical Max Horz 2=133(LC 12) Max Uplift4=-71(LC 12),2=-96(LC 12) Max Grav4=113(LC 1),2=272(LC 1),5=81(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36,2-3=-227/42,3-10=-86/25,4-10=-82/47 BOT CHORD 2-5=-251/140 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 C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 4-5-15 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 71 lb uplift at joint 4 and 96 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 Oty Ply A0027550 7035 730 JACK-OPEN 4 1 Job Reference optional) Budding Component Su I,Green Cove Springs.FL 20-7-13 -- - p . ------ - 9 P PP Y 9 Run:7.600 s Oct O 3 2014 Pant:7.620 s Apr t34.AiTek Industries.Inc. Thu May 14 15:14:53 2015 Page 4 ID:7ReVQfeCpjBOPurX79SRFXzlyoU-QfNY2lVVweV7Da0a7VD1 Ex8sX7Bm1 CzKayCKSkzGZDG -1-4-0 2-8-4 1-4-0 2-8-4 Scale=1:12.5 4 �, 1 6.00,12 10 3x4 3 205#/-93# 59#/-361 ' N 2 3 1 5 ,/ 4311 20-7413 II 20-7-13 22-3-4 2-8-4 2-8-4 Plate Offsets(X,Y)— [2:0-2-40-1-9]_ 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 0.14 Vert(LL) -0.00 8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(TL) -0.01 5-8 >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 FBC2010/TPI2007 (Matrix-M) Weight:13 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 4=58/Mechanical,2=205/0-5-8 (min.0-1-8),5=27/Mechanical Max Horz2=95(LC 12) Max Uplift4=-36(LC 12),2=-93(LC 12) Max Grav4=59(LC 17),2=205(LC 1),5=43(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36,2-3=-98/16,3-10=-44/19,4-10=-43/28 BOT CHORD 2-5=-64/59 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 C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 2-7-8 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 36 lb uplift at joint 4 and 93 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 OtY 'Ply A0027551 7035 T31 ,Jack-Open 2 1 Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.600 s Oct 3 2014 Print:7.620$ 015 MiTek Industries,Inc. Thu May 14 15:14:53 2015 Page ID.7ReV 1' 20-7-0 QfeCpBOPurX79SRFXzlyol� UvgWweV7DaOa7VD1Ex8g578z1CzKayCKSkzGZDG 4-6-11 4-6-11 Scale=1:17.0 3 i 6.00 12 180#/-17# 9 119#/-77# 0-5-8(0-1-8) T1 3x4 N 2 1 dal . B1 4 83#/-1# 3 x 6 I I 20-7-0 20-7-0 23-1-11 4-6-11 4-6-11 Plate Offsets(X,Y)— [1:0-3-0,0-1-5) _ 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 0.30 Vert(LL) 0.04 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.31 Vert(TL) -0.06 4-7 >949 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 1 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-11 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.3 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=18010-5-8 (min.0-1-8),3=119/Mechanical,4=61/Mechanical Max Horz 1=92(LC 12) Max Uplift1=-17(LC 12),3=-77(LC 12),4=-1(LC 12) Max Grav1=180(LC 1),3=119(LC 1),4=83(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-198/0,2-9=-83/32,3-9=-81/47 BOT CHORD 1-4=-275/138 NOTES- 1)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 C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-5-15 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 17 lb uplift at joint 1,77 lb uplift at joint 3 and 1 lb uplift at joint 4. 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 A0027552 7035 732 Diagonal Hip Girder 2 1 Job Reference(optional) •_- Building Component Supply,Green Cove Springs,FL Run:7.600 s Oct 3 2014 Pmt:7 620 s Apr *MiTek Industries,Inc.Thu May 14 15:14:532015 Page 1 20 7-0 ID:7ReV0feCpjBOPurX79SRFXziyoU-OvgWweV7DaOa7VD1 Ex81g73Y1 CzKayCKSkzGZDG 5-0-5 5-05 Scale=1:17.2 3 d(, 5.54 F1T j 132#/-81# .r T1 3x4 N 2 1 00 4 MM Y d IN B1 I ,/ 4 91#/0# 3x5 20-2-0 20-7-0 0-5-6(0-1-8) 5-0-5 199#1-24#___ 5-0-5 • Plate Offsets(X,Y)- [1:0-2-0,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.08 4-7 >727 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.08 4-7 >708 180 BCLL 0.0 • Rep Stress Incr NO WB 0.00 Horz(TL) -0.02 3 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight:18 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-5 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.3 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=199/0-5-6 (min.0-1-8),3=132/Mechanical,4=67/Mechanical,4=67/Mechanical Max Horz 1=94(LC 12) Max Uplift 1=-24(LC 12),3=-81(LC 12) Max Grav1=199(LC 1),3=132(LC 1),4=91(LC 3),4=67(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-310/0,2-9=-112/33,3-9=-106/48 BOT CHORD 1-4=-459/158 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 C;Enc.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)0-0-0 to 4-2-15,Exterior(2)4-2-15 to 4-11-9 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 24 lb uplift at joint 1 and 81 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 'TOY Truss Truss Type City Ply IA0027553 T33 Jack-0 pen 1 Reference(optional)Component Supply:Green Cove Springs.FL Run.7.600 s Oct 3 uPrint:762 tO5M7 klodustnes,Inc Thu May 14 15:14:5320aee 20-7-0 ID:7ReVOfeC pl BOPrX7S RFXzI y. • YUv g W NeV7DaOa7VD1Ex8 g 78g1CzKa y KSkzC2DG 4-8-0 4-8-0 Scale=1:17.3 3 184#/-17# 6.00 12 9 122#/-79# 0-5-4(0-1-8) T1 i 3x4 2 n N 1 0011111411. I ■ B1 --A 4 85#/-1# 3 x 6 I I 20-7-0 20-7-0 23-2-5 �— 4-8-0 4-8-0 Plate Offsets(X,Y)-- [1:0-3-0,0-1-5] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.04 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.32 Vert(TL) -0.06 4-7 >882 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 1 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.3 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=184/0-5-4 (min.0-1-8),3=122/Mechanical,4=62/Mechanical Max Horz 1=94(LC 12) Max Uplift1=-17(LC 12),3=-79(LC 12),4=-1(LC 12) Max Grav1=184(LC 1),3=122(LC 1),4=85(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-220/3,2-9=-85/33,3-9=-83/48 BOT CHORD 1-4=-278/144 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 C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-7-4 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.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 17 lb uplift at joint 1,79 lb uplift at joint 3 and 1 lb uplift at joint 4. 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. Oty Ply - A0027554 7035 T34 HIP GIRDER 1 1 Job Reference(optional) Buidng Component Supply,Green Cove Springs,FL Run 7 600 s Oct 3 2014 Pnnt 7 620 s Apr 30 2015 Mr s,Ina Thu May 1415:14:54 2015 Rae' Ge 10-1-15 ID:7ReVOfeCpjBOPurX79SRFXzIyoU-vrxwiFr8h r�CkGm8h2WXMmfuTpcyu_AzDF i -1-4-0 - 3-0-0 5-1-0 8-1-0 9-5.0 1-4-0 3-0-0 2-1-0 3-0-0 1-4-0 Scale=1:19.8 Special NAILED, *c5= 4I4x6 - 5 6.00 12 —111i T2 — 54 3 0 5x8- 4 2 W1 W1 15 7 w 11 iiiisi El 8 g d 1 B1 d ■■ , 10 9 2x4 3x4= 403xL0 8(0-1-8) Special Special 4x10-3-8(0-1$) 357#/-300# 3A 10-1-15 0-4-4 3-0-0 5-1-0 7-8-12 8-1-0 0-4-4 2-7-12 2-1-0 2-7-12 0-4-4 Plate Offsets(X,Y)— [2:0-6-1,Edge],[4:0-1-4,0-1-8],[7:0-6-1,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.01 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(TL) -0.01 9-10 >999 180 BCLL 0.0 • Rep Stress Incr NO WB 0.02 Horz(TL) -0.00 7 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) I 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. 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 2x8 SP No.2 1-6-0,Right 2x8 SP No.2 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=347/0-3-8 (min.0-1-8),7=335/0-3-8 (min.0-1-8) Max Horz 2=51(LC 7) Max Uplift2=-300(LC 8),7=-299(LC 8) Max Grav2=357(LC 17),7=338(LC 21) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36,2-14=-41/77,2-2=-101/120,2-3=-60/84,3-4=-190/207,4-5=-132/195,5-6=-164/209,6-7=-97/150,7-20=-41/77, 7-8=0/36 BOT CHORD 2-15=-14/18,2-11=-172/142,2-10=-172/142,9-10=-175/141,7-9=-184/135,7-21=-16/19 WEBS 4-10=-62/46,4-9=-44/41,5-9=-50/55 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 C;End.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;porch left and right exposed;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 300 lb uplift at joint 2 and 299 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)"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)145 lb down and 148 lb up at 5-1-0 on top chord,and 37 lb down and 63 lb up at 3-0-0,and 37 lb down and 63 lb up at 5-0-4 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:1-4=-60,4-5=-60,5-8=-60,11-17=-20 Concentrated Loads(lb) Veil:4=6(F)5=50(F)10=35(F)9=35(F) Job I rT uss Truss Type Qty Y A0027555 117035 135 ,COMMON 1 1 Job Reference(optional) Page Component Suppty,Green Cove Springs,FL Run:7.600 s Oct P12014 Print 7.620 s Apr 30 2015 MiTe {n1k ies,Inc. May 14 15:14:54.2015 Page 1 10 1-15 ID:7ReVQfeC BOPurX79SRFXzI oU-vrxwiFr8hytl rllt bihCkGm8h1kWX -1-4-0 4-0-8 8-1-0 9-5-0 1-4-0 408 4-0-8 1-4-0 Scale=1:19.9 4x5= 4 6.00 rl 5x83 21 22 5 5x8 T1 T1 W1 6 2 8 2 x 4 I I 4A08(0-1-8) 4x1Q,J,1_„+�5„) 10-1-15 �* 404#/-269# 404#/--269# 0-4-41 4-0-8 7-8-12 8-1-0 0-4-4 3-8-4 3-8-4 0-4-4 Plate Offsets()(,Y)-- [2:0-3-8,Edge],[6:0-6-1,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 0.18 Vert(TL) 0.01 8-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(TL) -0.01 8 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:43 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 2x8 SP No.2 1-6-0,Right 2x8 SP No.2 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=404/0-3-8 (min.0-1-8),6=404/0-3-8 (min.0-1-8) Max Horz 2=-63(LC 10) Max Uplift2=-269(LC 12),6=-269(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36,2-12=-61/74,2-2=-122/164,2-3=-77/100,3-21=-250/363,4-21=-200/374,4-22=-200/374,5-22=-250/363, 5-6=-122/164,6-18=-61/74,6-7=0/36 BOT CHORD 2-13=-10/10,2-9=-199/179,2-8=-199/179,6-8=-199/179,6-19=-10/10 WEBS 4-8=-203/114 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 C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 4-0-8,Exterior(2)4-0-8 to 7-1-15 zone;cantilever left and right exposed;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.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 269 lb uplift at joint 2 and 269 lb uplift at joint 6. 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 .PIy A0027556 7035 736 I Common Supported Gable 1 1 Job Reference(optional) Budding Component Supply,Green Cove Springs,FL Run:7.600 s Oct 3 2014 Print 7.620 s Apr 30 2015 Miilek Industries,Inc.Thu May 1415:14:552015 Pape 1. 10 1-15 ID:7ReVOfeCpjBOPurX79SRFXzlyoU-N1 UJvbsmSGIrTuYzEWGVJMEC?vwnV5nd2GhRVNCZC32DE -1-4-0 6-5-8 1-4-0 6-5-8 12-11-0 14-3-0 6-5-8 1-4-0 Scale=1:25.3 4x5= 8 7 I 9 26 6 % 10 27 6.00 12 3x8 I I 4 5 d T !1ITi-T 4/ : S 14�� ■ 81 lg d 3x8 24 23 22 21 20 19 18 17 16 3x8 II 10-1-15 12-11-0 12-11-0 Plate Offsets(X,Y)- [3:0-5-6,0-0-8],[13:0-5-6,0-0-8],[14:Edge,0-2-10] 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 0.14 Vert(LL) -0.00 15 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(TL) -0.01 15 n/r 120 BCLL 0.0 • Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 14 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight:75 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. 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) 2=176/12-11-0 (min.0-1-8),14=176/12-11-0 (min.0-1-8),20=94/12-11-0 (min.0-1-8),21=111/12-11-0 (min.0-1-8),22=106/12-11-0 (min.0-1-8), 23=115/12-11-0 (min.0-1-8),24=43/12-11-0 (min.0-1-8),19=111/12-11-0 (min.0-1-8),18=106/12-11-0 (min.0-1-8),17=115/12-11-0 (min.0-1-8), 16=43/12-11-0 (min.0-1-8) Max Horz 2=84(LC 11) Max Uplift2=-104(LC 12),14=-104(LC 12),21=-39(LC 12),22=-44(LC 12),23=-47(LC 12),24=-20(LC 9),19=-39(LC 12),18=-44(LC 12),17=-47(LC 12), 16=-18(LC 8) Max Grav2=176(LC 1),14=176(LC 1),20=95(LC 17),21=112(LC 21),22=106(LC 21),23=115(LC 1),24=64(LC 10),19=112(LC 22),18=106(LC 22),17=115(LC 1),16=60(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/8,2-3=-88/58,3-25=-53/44,4-25=-48/45,4-5=-48/52,5-26=-50/79,6-26=-37/84,6-7=-42/132,7-8=-59/176, 8-9=-59/174,9-10=-42/130,10-27=-14/82,11-27=-25/76,11-12=-23/29,12-28=-21/29,13-28=-23/29,13-14=-61/25, 14-15=0/8 BOT CHORD 2-24=-24/98,23-24=-24/98,22-23=-24/98,21-22=-24/98,20-21=-24/98,19-20=-24/98,18-19=-24/98,17-18=-24/98, 16-17=-24/98,14-16=-24/98 WEBS 8-20=-68/0,7-21=-85/149,6-22=-80/138,5-23=-86/106,3-24=-63/71,9-19=-85/149,10-18=-80/138,11-17=-86/105, 13-16=-64/70 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=2ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)-1-4-0 to 1-8-0,Exterior(2)1-8-0 to 6-5-8,Corner(3)6-5-8 to 9-5-8 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)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 1-4-0 oc. 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)Solid blocking is required on both sides of the truss at joint(s),2. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 104 lb uplift at joint 2,104 lb uplift at joint 14,39 lb uplift at joint 21,44 lb uplift at joint 22,47 lb uplift at joint 23,20 lb uplift at joint 24,39 lb uplift at joint 19,44 lb uplift at joint 18, 47 lb uplift at joint 17 and 18 lb uplift at joint 16. 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 � A0027557I 7035 137 ROOF SPECIAL GIRDER 1 1 Job Reference(optional) . Building Component Supply,Green Cove Springs,FL Rut:7.600 a Oct 32014 Pont 7.620 s Apr 30 2015 MiTek Industries,Inc. Thu May 14 15:14:55'2015 Page 1' Qt mSGIrTuYzEwGVJME6?wjFv..AAado()hRWczGZDE 1-4-d -0-01;311 4-2-8 I 98.0 I 15-1-8 18-4-0 199-d�-t4t�'' o-8-o e urX79SRFXZIyoU-N1UJvbs ' 1-4-0 1-0.00-3-1 2-11-7 5-5-8 5-5-8 3.2-8 1-0-0 1-4-0 Scale=1:36.3 4x5= 5 6.00 12 4x5 4x5 Tillioil d NAILE+ 4x5= `x5- 2x4 I I 3 8 Spedal 2x4 II 2 4„ft T2 �` 1114 T2 n� 8 •1 19 g,„0,01..... B1 =MN II d ` 16 14 13 12 11 17 �.4 153x4 3x4= 10 Special 3x6= 4x10= 3x6= 3x4 0-5-8(0-1-8) 5p -8(0-1-8) 773#/-286# 736#/-261# 10-1-15 10-1-15 1-0-0 4-2-8 9-8-0 15-1-8 18-4-0 19-4-0 1-0-0 i 3-2-8 5-5-8 + — 5-5-8 3.2.8 1-0-0 Plate Offsets(X,Y)– [3:0-2-8,0-1-8],[7:0-2-8,0-1-8],[11:0-2-0,0-1-8],[14:0-2-4,0-1-8] 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 0.53 Vert(LL) -0.11 11-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.30 13-14 >754 180 BCLL 0.0 * Rep Stress Incr NO WB 0.77 Horz(TL) 0.06 10 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:101 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-5 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-1-5 oc bracing. WEBS 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) 15=773/0-5-8 (min.0-1-8),10=736/0-5-8 (min.0-1-8) Max Horz 15=92(LC 31) Max Uplift15=-286(LC 8),10=-261(LC 8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/40,2-3=-33/99,3-4=-2120/564,4-5=-1150/316,5-6=-1150/316,6-7=-2099/552,7-8=-33/98,8-9=0/40 BOT CHORD 15-16=-67/523,14-16=-67/523,13-14=-528/2190,12-13=-517/2170,11-12=-517/2170,11-17=-50/488,10-17=-50/488 WEBS 3-14=-458/1717,4-14=-508/204,4-13=-1228/379,5-13=-90/618,6-13=-1207/368,6-11=-516/211,7-11=-467/1727, 2-15=-161/195,8-10=-160/194,3-15=-778/105,7-10=-770/78 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 C;Enc.,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.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 286 lb uplift at joint 15 and 261 lb uplift at joint 10. 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)148 lb down and 217 lb up at 18-4-0 on top chord,and 10 lb down and 76 lb up at 1-0-0,and 10 lb down and 76 lb up at 18-3-4 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:1-3=-60,3-4=-60,4-5=-60,5-6=-60,6-7=-60,7-9=-60,10-15=-20 Concentrated Loads(lb) Vert:3=31(B)7=71(6)16=45(B)17=45(B) Job iTruss Truss Type Qty Ply A0027558 7035 138 Roof Special 1 1 Job Reference(optional) Building Component Supply.Green Cove Springs,FL Run:7.600 s Oct 3 2014 Pont 7.620 s Apr 30 2015 MiTek Industries.Inc Thu May 14 15:14:5d 2015 Page 1 ID:7ReVQfeCpjBOPurX79SRFXzIyoU-rE2h7wsODZti4179odnksZmKIK6XEUymGw - GZ 10-1-2 3-0-0 6-2-8 9-8-0 13-1-8 16-4-0 19-4-0 1¢ � 3-0-0 3- 2-8 3 8 3-0 —i I 3-5-8 3-5-8 3.2- -0 Scale=1:33.1 4x5= 5 23 4x5= 4x5= 6.00 12 4x5 6 4x5 3 22 4x5-;-"-- /■ T2 �i 1i T2 �1 4x5 81 M 2 8 q Al 1 T 9 N Ki13 12 11 10 IC.7 3x8 I 3x4 3x8= 3x4= 3x4= 3x8 'I 0-5-8(0-1-8) 0-5-8(0-1-8) 77 -i 93# 77x12-93# 3-0-0 9-8-0 16-4-0 l 19-4-0 _---I 3-0-0 6-8-0 6-B-0 3-0-0 Plate Offsets(X,Y)-- [1:0-2-12,0-1-13],[9:0-5-5,0-1-13] LOADING(psf) SPACING- 2-0-0 i CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.06 12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.20 10-12 >999 180 BCLL 0.0 • Rep Stress Inc: YES WB 0.31 Horz(TL) 0.05 9 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:99 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-8-2 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x6 SP No.2 1-6-0,Right 2x6 SP No.2 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=773/0-5-8 (min.0-1-8),9=773/0-5-8 (min.0-1-8) • Max Horz 1=76(LC 11) Max Uplift1=-203(LC 12),9=-203(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-462/179,2-3=-1138/448,3-4=-988/426,4-22=-1195/467,5-22=-1151/480,5-23=-1151/480,6-23=-1195/467, 6-7=-988/426,7-8=-1138/448,8-9=-462/179 BOT CHORD 1-13=-335/957,12-13=-591/1578,11-12=-584/1578,10-11=-584/1578,9-10=-332/957 WEBS 3-13=-99/426,4-13=-709/299,4-12=-634/335,5-12=-270/802,6-12=-634/335,6-10=-709/299,7-10=-100/426 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 C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 6-2-8,Interior(1)6-2-8 to 9-8-0,Exterior(2)9-8-0 to 12-8-0, Interior(1)13-1-8 to 16-4-0 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 203 lb uplift at joint 1 and 203 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 6 !Truss Truss Type Qty •Ply . 7035 T39 Roof Special 1 11 A0027559 —- —--- -_— !Job Reference(option , 1 Budding Component Supply,Green Cove Springs,FL Run:7.600 s Oct 3 2014 Print 7.620 5 Apr 30 2015 MiTek Industries,Inc. Thu May 14 15:14:58 2015 Pa ge 1' 10-1 2 ID:7ReVQfeCpjBOPurX79SRFXzIyoU-rE2h7wsODZti4179odnksZmGsK46EVmmGw ?3jGZDD 2-2-0 5-0-0 8-2-8 9-8-0 11-1-8 14-4-0 18-9-0 I 2-2-0 2-10-0 3-2-8 1-5-8 1-5-8 f 3-2-8 4-5-0 Scale:3/8'=1' 3x4= 3x8= 4x5= 6 _ 4x5= 6.0012 4x5= T 4x5— 3 / 2x4 I I 4x5= 1111 1 1 9xe i T1 ri. i` 10 w1 � R 1,..i; s NI N ll B1 . -CD - B2 V KI 14 13 72 11 744#/--20410 15 3x4 3x8= 2x4 I I 3x4= 3x4= 4x12 I I 0-5-8(0-1-8) USP JUS24 74i11f-208# 10-1-2 • 5-0-0 i 9-8-0 --14-4-0 } 18-9-0 l 5-0-0 4 8-0 4-8-0 4-5-0 Plate Offsets(X,Y)— [4:0-4-7,0-2-4],[6:0-2-0,Edge],[7:0-0-13,0-2-4],[10:Edge,0-0-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.06 11-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.15 11-13 >999 180 BCLL 0.0 * Rep Stress Ina YES WB 0.25 Horz(TL) 0.07 10 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:104 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-1 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-3-4 oc bracing. SLIDER Right 2x8 SP No.2 1.6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 15=744/0-5-8 (min.0-1-8),10=744/Mechanical Max Horz 15=-61(LC 10) Max Upliftl5=-208(LC 12),10=-204(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-15=-67/46,1-2=-30/0,2-3=-1035/388,3-20=-916/375,4-20=-916/375,4-5=-893/376,5-7=-801/383,7-21=-823/385, 8-21=-823/385,4-6=-59/33,6-7=-58/35,8-22=-908/397,9-22=-985/381,9-10=-176/90 BOT CHORD 14-15=-269/807,13-14=-404/1198,12-13=-404/1198,11-12=-404/1198,10-11=-267/811 WEBS 2-15=-1006/403,2-14=-6/128,3-14=-43/268,5-14=-342/176,5-13=0/192,5-11=-452/190,8-11=-44/295 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 C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 2-2-0,Interior(1)2-2-0 to 9-8-0,Exterior(2)5-0-0 to 11-1-1, Interior(1)14-4-0 to 18-9-0 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 208 lb uplift at joint 15 and 204 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)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 - A0027560 7035 T40 Roof Spedal 1 1 Job Reference(optional) , . 1 Buidng Component Supply,Green Cove Springs.FL Run 7.600 s Oct 3 2014 Print:7 620 s Apr 30 2015 MiTek Industries,Inc. Thu May 14 15:14:56'2015 Page 1' 10-1-2 ID:7ReVOfeCpjBOPurX79SRFXzIyoU-rE2h7wsODZti4179odnksZmFHK56ESNmGwF 372GZDD 1 3-9.8 I 6-7-8 I 12-8-8 18-9-0_- 3-9-8 2-10-0 6-1-0 6-0-8 Scale=1:31.3 800 12 4x5= 6x6 3 16 4 T3 2x4 II 4X5 irroPo 1 17 T1 I. i ->. P T a 1Nq 5 xe� Id 411111tif .l` 6 B1 � W U 82 ►t 9 8 7 744tH-1891f 10 3x4= 3x8- 3x4= 4x12 H 0-5-8(0-1-8) 2x4 II 744#/-231# USP 44§24 10-1-2 6-7-8 12-8-8 18-9-0 6-7-8 6-1-0 -f- 6-0-8 Plate Offsets(X,Y)-- [4:0-4-12,Edge],[6:Edge,O-0-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.06 7-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.60 I Vert(TL) -0.15 9-10 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.41 I Horz(TL) 0.07 6 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) I Weight:97 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Right 2x8 SP No.2 1-6-0 -r - - MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. 1 REACTIONS. (lb/size) 10=744/0-5-8 (min.0-1-8),6=744/Mechanical Max Horz 10=-66(LC 12) Max Upliftl0=-231(LC 8),6=-189(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-10=-115/82,1-15=-33/4,2-15=-33/4,2-3=-985/380,3-16=-863/380,4-16=-863/380,4-17=-901/376,5-17=-985/353, 5-6=-231/135 BOT CHORD 9-10=-291/882,8-9=-232/808,7-8=-232/808,6-7=-234/805 WEBS 2-10=-1026/429,2-9=-37/77,3-9=0/223,4-9=-24/157,4-7=0/188 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 6-7-8,Exterior(2)6-7-8 to 15-8-8,Interior(1)15-8-8 to 18-9-0 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 231 lb uplift at joint 10 and 189 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 A0027581 7035 T41 Roof Special 1 1 11 Job Reference(optional) Suiting Component Supply,Green Cove Springs,FL Run:7.800 to Oct 3 2014 Print 7.820 s Apr 30 2015 tWTek Yndustries,Inc.Thu W/14 15:14:57'2015 Paps 1 ID:7ReVQfeCpjBOPurX79SRFXzIyoU-J0c3KGt0 t9ZiBLMKIzOnJSgkP �rhVzGmC 10 1-2 1-9-8 4-7-8 9-8-0 14-8-8 18.9.0 T I 1-9-8 I 2-10-0 5-0-8 I I 5-0-8 I 4-0-8 Scale:3/8'-1' 6x6 6.00 I 12 2x4 I I 5x6= 3 17 18 4 19 20 5 . 21 2x4 II 4x5= 6 5�N4 Aid rM4 w1/w2 ■ 1„ El M B1 i 1 m 0 02 `t 1' N11 10 9 8 744#1-194# 12 3x4-=, 3 x 4= 3x8= 3 x 4= 2x4 I I 4x12 I I 0-5-8(0-1-8) 744#/-219# USP JUS24 10-1-2 10-1-2 4-7-8 9-8-0 14-8-8 18-9-0 4-7-8 5-0.8. . I 5-0-8 ' 4-0-8 Plate Offsets(X,Y)— [3:0-4-12,Edge],[5:0-1-8,0-1-4],[7:Edge,0-0-0] 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 0.57 Vert(LL) 0.07 8-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.16 8-10 >999 180 BCLL 0.0 * Rep Stress Ina YES WB 0.22 Horz(TL) 0.06 7 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:98 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-12 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. SLIDER Right 2x8 SP No.2 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 12=744/0-5-8 (min.0-1-8),7=744/Mechanical Max Horz 12=-42(LC 10) Max Upliftl2=-219(LC 8),7=-194(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-12=-56/39,1-2=-29/0,2-3=-1049/393,3-17=-1285/521,17-18=-1285/521,4-18=-12851521,4-19=-1285/521, 19-20=-1285/521,5-20=-1285/521,5-21=-931/386,6-21=-986/372,6-7=-157/87 BOT CHORD 11-12=-280/761,10-11=-278/918,9-10=-259/813,8-9=-259/813,7-8=-262/813 WEBS 2-12=-982/411,2-11=-43/222,3-11=0/126,3-10=-203/468,4-10=-360/251,5-10=-228/586,5-8=-1/113 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 C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 1-9-8,Interior(1)1-9-8 to 4-7-8,Exterior(2)4-7-8 to 17-8-8, Interior(1)17-8-8 to 18-9-0 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)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 219 lb uplift at joint 12 and 194 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. LOAD CASE(S) Standard Job Type P Ty — — — Truss Truss T ? A0027562 7035 T42 Roof Special Girder 1 1 �- 1 - --1 ,Job Reference(optional) J Budding Component Supply,Green Cove Springs,FL Run:7.600 s Oct 3 2014 Print:7.620 a Apr 30 2015 Mi Tek Industries,Inc.Thu May 1415:14:57.2015 Page 1�e 10-1-2 ID:7ReVO feCpjBOPurX79SRFXzIyoU-JQc3KGt0 t?ZiBLMKIzOnJNIkMUzta Y�bVzGZDC 2-7-8 8-6-4 12-1-8 14-5-0 18-9-0 ~ 2-7-8 5-10-12 3-7-4 2-3-8 I 4-4-0 i Scale=1:31.6 4x5= 6 4x10= NAILED 6.00 12 2x4 4x5= �i� 3NAILED NAI ED NAI(nED (n�nn 4 nOn 4x5 �0 2d y Z5 0 �� x8 NM id �� 23 Mil 2 T 8 1�. 1 W1 ` N ' 1 l w ■1. 12 26 27 28 11 29 10 9 831#/-248# 3x8 2x4 NAILED NAILED 3x8 NAILED 3x8 MT2OHS= 3x4= 4x12 II 0-5-8(0-1-8) NAILED NAILED 817#/-264# NAILED USP JUS24 10-1-2 10-1-2 2-7-8 8-6-4 14-5-0 18-9-0 2-7-8 5-_10-12 5-10-12 4-4-0 Plate Offsets(X,Y)-- [1:0-2-12,0-1-9],[3:0-7-0,0-2-0],[8:Edge,0-0-0],[11:0-3-0,0-1-8] 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 0.83 Vert(LL) 0.16 9-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(LL) -0.37 9-11 >602 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 0.54 Horz(TL) 0.07 8 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) 1 Weight:93 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-14 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 7-3-6 oc bracing:9-11. SLIDER Left 2x6 SP No.2 1-6-0,Right 2x8 SP No.2 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=817/0-5-8 (min.0-1-8),8=831/Mechanical Max Horz 1=55(LC 7) Max Uplift 1=-264(LC 8),8=-248(LC 8) FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-515/183,2-3=-1217/404,3-21=-2379/836,21-22=-2379/836,22-23=-2379/836,23-24=-2379/836,24-25=-2379/836, 4-25=-2379/836,4-5=-2379/836,5-6=-1077/363,6-7=-1134/362,7-8=-156/143 BOT CHORD 1-12=-330/1036,12-26=-325/1034,26-27=-325/1034,27-28=-325/1034,11-28=-325/1034,11-29=-624/1969, 10-29=-624/1969,9-10=-624/1969,8-9=-256/936 WEBS 3-12=-38/84,3-11=-507/1410,4-11=-343/231,5-11=-218/506,5-9=-1329/487,6-9=-251/876 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 C;Enc.,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)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 264 lb uplift at joint 1 and 248 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. 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)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=-60,5-6=-60,6-8=-60,13-17=-20 Concentrated Loads(Ib) Vert:12=16(F)21=5(F)22=5(F)24=5(F)25=5(F)26=-6(F)27=-6(F)28=-6(F)29=-163(F) Job Truss Trine Type Qty Ply A0027563 7035 743 Jack-Open Girder 1 1 Job Reference(optional) ' • BuMing Component Supply,Green Cove Springs,FL Run:7.600 a Oct 3 2014 Print 7.620 s Apr 30 2015 MTek 1'rc.Thu May 14 15:14 92015 Pays 1' 10 1-2 ID:7ReVQfeCpjBOPurXanlyXzIyoU-ncARXaAIB7Q v✓lpCx slg8sNISC3kEw57=GMB 2-7-8 2-7-8 l Scale=1:132 3 6.00 12 2x4 I I 4x5 2 N 1 , I Pll 1 I,. B1 • li JUS24 4 183#/-75# g3x8 I I 2x4 0 1 �aa1-3$) 10-1-2 3656/-836 2-7-8 —I 2-7-8 Plate Offsets(X,Y)– [1:0-2-12,0-1-13) _ LOADING(psf) SPACING- 2-0-0 CSI. i DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.23 1 Vert(TL) -0.01 4-7 >999 180 BCLL 0.0 ' 1 Rep Stress Incr NO WB 0.00 1 i Horz(TL) 0.01 1 n/a n/a BCDL 10.0 I Code FBC2010/TPI2007 (Matrix-M) 1 Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-8 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. SLIDER Left 2x6 SP No.2 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=365/0-5-8 (min.0-1-8),4=183/Mechanical Max Horz 1=51(LC 8) Max Uplift 1=-83(LC 8),4=-75(LC 8) FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-314/93,2-3=-33/45,3-4=-112/59 BOT CHORD 1-4=-71/119 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=oft;Cat.II; Exp C;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 83 lb uplift at joint 1 and 75 lb uplift at joint 4. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent at 0-8-4 from the left end to connect truss(es)744(1 ply 2x4 SP)to front 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:1-3=-60,4-5=-20 Concentrated Loads(Ib) Vert:7=-350(F) . Job — Truss Truss Type Qty Ply A0027564 1 1 17035 T44 Common Job Reference(optional) ' • Building Component Supply,Green Cove Springs,FL Run:7.600 s Oct 3 2014 Pmt:7 620 s Apr 30 2015 MTek Industries,Inc.Thu May 14 15:14:58.2015 Page 1' 10-1-2 ID:7ReVQfeCpjBOPurX79SRFXzIyoU-ncARXcufIB7QKLCO24∎Cx siy8suiR83kEw57xzGZDB 4-11-0 9-3-0 ! 411-0 4-40 4x5_ Scale=1:21.3 3 8.00 I.12 pj 17 18 15 18 45x8 4x5 2 /` 5 44411, 6 370N-98# 370i!/-96# 2 x 4 I I 5x6 4x10 I USP2JUS24 USF-JUS24 4-11-0 I 9-30 4-11-0 4-4-0 -- - Plate Offsets(X,Y)-- [1:0-1-8,0-0-5),[5:Edge,0-0-01 - 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 0.23 Vert(LL) -0.02 6-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(TL) -0.04 6-9 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.07 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 1 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. 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 2x6 SP No.2 1-6-0,Right 2x8 SP No.2 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=370/Mechanical,5=370/Mechanical Max Horz 1=55(LC 11) Max Uplift1=-96(LC 12),5=-98(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-213/0,2-15=-377/217,15-16=-351/221,3-16=-348/231,3-17=-345/241,17-18=-389/232,4-18=-400/226,4-5=-102/44 BOT CHORD 1-6=-189/314,5-6=-126/314 WEBS 3-6=-2/171 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 C;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-11-0,Exterior(2)4-11-0 to 7-11-0 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 20.0psf 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 96 lb uplift at joint 1 and 98 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 Truss T Qty Ply s§Type A0o27565 7035 T45 ,COMMON 3 1 Job Reference(optional) • Building Component Supply,Green Cove Springs,FL Run 7 600 s Oct 3 2014 Print:7.620 s Apr 30 2015 MiTek Industries.Inc. Thu May 14 15:14:58 2015 Pagel' 101-15 ID:7ReVQfeCpjBOPurX79SRFXzIyoU�_3-0 RXcufIB7QKLGYv2p0mi� t2iRC3kEw57xzG B -1-4-0 4-11-0 _ 1-4-0 4-11-0 4-4-0 4x5= Scale=1:21.6 4 /V1 ,7 8.00 12 T2 78 5x8 4x5 18 3 111111111511111111.--.. ` 8 2 O a 1 IUMEMMINIMEIMMIC • Ira 7 3649/-948 2x4 II 0- 1-B) 4x10 II 10-1-15 USPAUSS24 4568/-170p 4-11-0 I 930 i 4-11-0 - Plate Offsets(X,Y)— [2:0-4-9,0-1-131,[6:Edge,0-4-0] T LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.02 7-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(TL) -0.04 7-14 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.06 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) 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. 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 2x6 SP No.2 1-6-0,Right 2x8 SP No.2 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. - - 1 REACTIONS. (lb/size) 6=364/Mechanical,2=456/0-5-8 (min.0-1-8) Max Horz 2=69(LC 11) Max Uplift6=-94(LC 12),2=-170(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36,2-3=-198/0,3-16=-390/205,4-16=-338/219,4-17=-332/240,17-18=-338/232,5-18=-387/225,5-6=-105/39 BOT CHORD 2-7=-178/302,6-7=-125/302 WEBS 4-7=0/169 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 C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 4-11-0,Exterior(2)4-11-0 to 7-11-0 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 20.0psf 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 94 lb uplift at joint 6 and 170 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 I Truss Type Uty p00275t� 17035 T46 HIP GIRDER 1 1 Job Reference(optional) ' Buildng Component Supply,Green Cove Springs.FL Run:7.600 s Oct 3 2014 Print:7 620 s Apr 30 2015 MiTek Industries,Inc. Thu May 1415:15:01'2015 Page 1' ID:7ReVOfeCpjBOPurX79SRFXzIyoU-BBSaAewX26V B 1?7bAMvZdU3gLktud?VOC8mkGzGZD8 12-1-15 12.1-15 29-11.8 12.1.15 10-1.5 11-4-0 7.0-0 {311.412-7-81__-18.9-0 24-10-8 27-5-0 34-2-0 38-4-8 40-11-0 47.38 5438 56-1-8 -1.4-0 7-0-0 2-11-4 2.8.4 6-1.8 --- 6-1-8 2-6-82-6-8' 4.2-8 4-2-8 '288 6-10-8 7-0-0 1-4-0 Scale=1:133.4 NAILED NAILED NAILED NAILED NAILED NAILED Special Special NAILED 3x5 NAILED NAILED NAILED 3x8 Special NAILED NAILED NAILED 5x10 MT2OHS-- NAILED 3x5 i 4x5 - NAILED Special 3x6 4x5-- 5x10 MT2OHS 6'00 fli. 4x5-- NAILED 3x12 M18SHS 4x5 2x4` 4x5 NAILED NAILED 5,410_1_2_ 1 1 7�f �58 9 47 �0 i8 1 1149 `b 1 §7 :;I 545S916 3x5 _� it a .. �;, 1 3f1 V111 jw1 82 W6 w5 j" 82 Wt B2 •W9 /, WI 1 Ti 4x5 AI NN '`'' 17 g 62 v 9 1 h(W1 Bit-_ W4;d !- 1 ! I 1 �j�-t !0,5! I I W12 1N14: 18 o o "32 304 66 '`26 24r'' �ry 1 I W13 W1 °r4 o 9 - SM 1 61 62 31 63 64 6f9 28 2b`7 6968 717.. ,. 1.i- ! - ._ vaISH-311 i N'N- 4x5 2x4 3x4 4x10-- 3x4 I 3x4 4x10 3x4 21 555bbb7��5 76 20 77 19 Special 5x8 NAILED NAILED NAILED 4x10 NAILED 3x4 3x8 - 3x4 I NAILED 5x8 - NAILED NAILED 5x8 5x8 NAILED 5x8 NAILED Special NAILED NAILED 5x12 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 12-1.15 12-1-15 29-11-8 1651118) 10-1-15 7-0-0 9-11-4 12-7-8 18-9-0 24-10-8 27.5.0. : 34-2-0 38-4-8 40.10.9 47.9-8 54-9-8 7-0-0 2.11-4 2-6.4 61-B 61.8 2.68 2.68' 4-2.8 42-8 12.5-8 6-10-8 7-0-0 0-1-0 Plate Offsets(X,Y)- [2:0-2-13,0-0-5],[4:0-7-8,0-2-4],[6:0-2-8,0-1-12],[7:0-2-12,0-1-8],[16:0-4-4,0-2-0],[17:0-2-4,0-1-12],[22:0-6-0,0-2-12],[24:0-5-8,0-3-0],[26:0-5-8,0-2-8], [30:0-5-12,0-2-8],[32:0-5-12,0-2-8],[34:0-4-0,0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.26 30-31 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.88 Vert(LL) -0.38 30-31 >984 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 0.83 Horz(TL) 0.05 22 n/a n/a M18SHS 244/190 BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:346 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 3-8-13 oc puffins, except T2,T4:2x4 SP No.1 end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 3-10-2 oc bracing. B2,B7:2x4 SP No.3 WEBS 1 Row at midpt 6-31,14-25,16-22 WEBS 2x4 SP No.3 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) 2=366/0-3-8 (min.0-1-8),19=468/0-5-8 (min.0-1-8),34=2032/0-5-8 (min.0-3-11),22=2359/0-5-8 (min.0-4-2) Max Horz 2=208(LC 31) Max Uplift2=-722(LC 32),19=-376(LC 32),34=-3153(LC 8),22=-2855(LC 8) Max Grav2=817(LC 13),19=1018(LC 14),34=3121(LC 36),22=3491(LC 38) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36,2-3=-489/753,3-4=-1164/1027,4-40=-1610/1663,5-40=-161011663,5-41=-704/750,6-41=-704/750, 6-42=-1699/1885,42-43=-1699/1885,43-44=-1699/1885,7-44=-1699/1885,7-45=-1699/1885,45-46=-1699/1885, 8-46=-1699/1885,8-47=-1699/1885,9-47=-1699/1885,9-48=-2378/2523,10-48=-2378/2523,10-49=-1902/2056, 11-49=-1902/2056,11-50=-754/922,50-51=-754/922,12-51=-754/922,12-52=-754/922,13-52=-754/922,13-53=-754/922, 14-53=-754/922,14-54=-1130/1300,54-55=-1130/1300,15-55=-1130/1300,15-56=-2176/2270,56-57=-2176/2270, 57-58=-2176/2270,16-58=-2176/2270,16-17=-1003/431,17-18=0/40,17-19=-956/397 BOT CHORD 2-35=-996/1056,35-59=-990/1049,34-59=-990/1049,34-60=-137/27,33-60=-137/27,32-33=-16/75,6-32=-1548/1793, 32-61=-706/754,61-62=-707/755,62-63=-707/754,31-63=-708/754,31-64=-2317/2460,64-65=-2317/2460, 65-66=-2317/2461,30-66=-2317/2461,29-30=-9/52,9-30=-75/413,29-67=-215/130,28-67=-215/130,28-68=-2061147, 27-68=-206/147,26-27=-62/105,11-26=-388/642,26-69=-1866/1936,69-70=-1866/1936,25-70=-1867/1935, 25-71=-1295/1349,71-72=-1294/1349,24-72=-1293/1349,23-24=-73/165,14-24=-171811938,23-73=-137/77, 73-74=-137/77,22-74=-137/77,21-22=0/232,15-22=-1670/1483,21-75=-14/72,75-76=-14/72,76-77=-14/72, 20-77=-14/72,19-20=-28/88 WEBS 4-35=-506/612,4-34=-1492/1502,5-34=-1481/1385,32-34=-1671/1826,5-32=-1674/1659,6-31=-2596/2580, 7-31=-476/868,9-31=-886/784,28-30=-1580/1805,10-30=-892/907,10-28=-956/825,26-28=-1585/1788,10-26=-368/177, 11-25=-1485/1450,12-25=-369/747,14-25=-2492/2436,22-24=-2217/2439,15-24=-1700/1577,20-22=-283/785, 16-22=-2294/1846,16-20=-452/650,17-20=-355/871 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=55ft;eave=6ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional);end vertical right exposed;porch left 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 722 lb uplift at joint 2,376 lb uplift at joint 19, Cotl3t1ral?8RliftAj9int 34 and 2855 lb uplift at joint 22. ■ o -- -- ITruss !Truss Type - y I A00275681 7035 T46 HIP GIRDER 1 1 Job Reference(optional) Building Component Supply.Green Cove Springs.FL Run:7.600 s Oct 3 2014 Print:7.620 s Apr 302015 MiTek Industries.Inc. Thu May 14 15:15:012015 Page 2• ID:7ReVQfeCpjBOPurX79SRFXzIyoU-BBsaAewX26V Bp?7bAMvZdU3gLktud?VQCBmkGzGZDB NOTES- 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)172 lb down and 438 lb up at 31-0-12,172 lb down and 438 lb up at 33-0-12,and 172 lb down and 438 lb up at 35-0-12,and 172 lb down and 438 lb up at 37-0-12 on top chord,and 348 lb down and 321 lb up at 7-0-0,and 251 lb down and 63 lb up at 47-8-12 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:1-4=-60,4-16=-60,16-17=-60,17-18=-60,33-36=-20,30.32=-20,27-29=-20,24-26=-20,22-23=-20,19-21=-20 Concentrated Loads(lb) Vert:4=-118(B)8=197(B)16=-33(B)9=-118(B)35=-348(B)30=-71(B)20=-234(B)40=-118(B)41=-118(B)42=197(B)43=197(B)44=197(B)45=197(B)46=197(B) 48=-118(B)49=-118(B)50=239(B)51=239(B)52=239(B)53=239(B)54=-118(B)55=-118(B)56=-33(B)57=-33(B)58=-33(B)59=-71(B)60=-71(B)61=-61(B)62=-61(B) 63=-61(B)64=-61(B)65=-61(B)66=-61(B)67=-71(B)68=-71(B)69=-50(B)70=-50(B)71=-50(B)72=-50(B)73=-71(B)74=-71(B)75=-32(B)76=-32(B)77=-32(B) Job Truss "Truss Type Qty 'Ply A0027567 7035 T47 HIP 1 1 Job Reference(optional) BuYdifg Component Supply,Green Cove Springs,FL Run:7.600 s Od 3 2014 Pnnt.7.620 s Apr 30 2015 MTek Industries,Inc Thu May 1415:15:02 2015 a-ge 1 ID:7ReVQfeCpjBOPurX79S�F yoU-gNQyN_x9pPdroyaJ9uu85g0F efsuJG¢GZD7 111. 0 15 7-0. 12x012137-8 I 18-9-0 -i- 26-1.8 2 8 22-6$ . 4-6-8 - 3.10.8 _40-11-0 45-9-8 50-1-12 49-2 Scale:1/8"=1' 3x6--- 5x8= 4x5= 2x4 I 1 3x6= 4x5 3x8 3x5 -- 4x5= 6.00 12 6x6 2x4\\ 5 6 40 7 8 9 41, 10 11 42 12 13 14 4315 16 l q 51 3x5 3 s ~'\l4 B, /� t� W / \1� 44 cv g 011111N3x5 4 1 9 1 2 HW1 B1 W4 \._ -308`; 1:6 � \9 r.gG.J �_ 32 -e 31 W15 °qP qp 1,4°QP 0-3-_6(0-1-5) 0 5 8�y2-1 33 3x8 29 28 27 2� r 2-13 .8 IN 1i 247N-351# 1762#q-48016x8 5x8 3x8 5x8 5x82367 !-622# �x `=1A 4x5 3x8 5x8 22 21 20 3x8= 3x5= 12-1-15 12.1-15 11811153 10-1-15 9-11-4 -.12-7-8 18-9-0 24-10-8 i 2750 29.11-8; 38-4-8 .40-10-0. 45-9-8 54-9-8 9-11-4 2-8-4 6-1.8 6.1.8 2-f's8 2-('s4- 8-5-0 2-5-8 4-10-8 9-0-0 at-o Plate Offsets(X,Y)-- [2:0-2-1,0-0-5],[5:0-6-0,0-2-8],[16:0-4-12,Edge],[23:0-2-12,0-2-81[25:0-2-12,0-2-12],[26:0-2-12,0-2-8],[30:0-5-8,0-2-81[31:0-2-12,0-1-8],[32:0-5-8,0-2-8] 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 0.70 Vert(LL) 0.36 34-37 >328 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.52 25-26 >724 180 BCLL 0.0 • Rep Stress Incr YES WB 0.88 Horz(TL) 0.05 23 n/a n/a BCDL 10.0 l Code FBC2010/TPI2007 (Matrix-M) Weight:363 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-5 oc purlins, except BOT CHORD 2x4 SP No.2`Except* end verticals. B2,B7:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 16-23 SLIDER Left 2x4 SP No.3 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. _ REACTIONS. (lb/size) 2=240/0-3-8 (min.0-1-8),34=1757/0-5-8 (min.0-2-1),20=176/0-5-8 (min.0-1-8),23=2367/0-5-8 (min.0-2-13) Max Horz 2=237(LC 11) Max Uplift2=-351(LC 12),34=-480(LC 12),20=-123(LC 12),23=-622(LC 12) Max Gray 2=240(L 1),34=1762(LC 21),20=253(LC 18),23=2367(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36,2-3=-612/637,3-39=0/416,4-39=0/454,4-5=0/533,5-6=-149/474,6-40=-1099/724,7-40=-1099/724, 7-8=-1099/724,8-41=-1099/724,9-41=-1099/724,9-10=-1314/714,10-11=-996/544,11-42=-1011/545,12-42=-1011/545, 12-13=-1011/545,13-43=-158/69 0,14-43=-158/690,14-15=-158/701,15-16=-324/1248,16-17=-79/472,17-44=-103/145, 44-45=-106/143,18-45=-142/130,18-19=0/40,18-20=-254/270 BOT CHORD 2-34=-473/179,33-34=-148/68,32-33=-109/162,6-32=-1020/405,31-32=-235/142,30-31=-437/1336,29-30=0/45, 9-30=-140/176,28-29=-54/75,27-28=-124/0,26-27=0/45,11-26=-231/138,25-26=-66/250,24-25=-1/29,14-25=-151/100, 23-24=-222/0,22-23=0/31,15-23=-1186/471,21-22=-34/10,20-21=-245/90 WEBS 4-34=-419/440,5-34=-1099/73,32-34=-777/118,5-32=-284/1083,6-31=-293/1244,7-31=-391/240,9-31=-303/39, 28-30=-260/991,10-30=-249/579,10-28=-522/169,26-28=-237/1072,10-26=-69/119,13-26=-351/1027,13-25=-1339/554, 23-25=-1152/661,15-25=-331/1069,21-23=-391/270,16-23=-1330/519,16-21=-226/553,17-21=-334/288,17-20=-81/398 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=55ft;eave=6ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 4-1-12,Interior(1)4-1-12 to 9-0-0,Exterior(2)9-0-0 to 53-6-8 ,Interior(1)53-6-8 to 56-1-8 zone;end vertical right exposed;porch 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)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. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 351 lb uplift at joint 2,480 lb uplift at joint 34, 123 lb uplift at joint 20 and 622 lb uplift at joint 23. 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 A0027568 7035 748 HIP Run:7.600 s Oct 3 2014 Print: 1 1 Job Reference(optional) • -- -- - - 7.620 s Apr 30 2015 MiTek Industries,Inc.Thu May 14 15:15:03 2015 Page't Bolding Component Supply.been Coble Springs,FL ID:7ReVOfeCpjBOPurX79Sf yoU-BazKbKynajli069VibPNe2ZSE9RIEVZVotWdso9zGZD6 1115 7.0.0 ' 10-',-112-7.8 18-9-0 24-10-8 _,27-5-0. 34-2-0 40-11-0 213-11-8 49-2-12 54-9-8 58 Y 6 1 7-0-0 3-10-0 148 8-1.8 6.1.8 2-6-8 6-9-0 6-9-0 3-0-8 5-3-4 5-6-12 1.4-0 Scale:1/8'=1' 4x5 3x6 5x8= 4x5= 2x4 li 3x6 - 3x8 4x5 4x5 54= 8.00 12 5 6 T2 7 8 9 4273 10 11 4312 1 44 14 15 18 1J 2x4 �: _ = 3x5 4 ' , 17 3x5 41 T1 �B2 3/10 W11 B Tt 45 46 40 9 0 017 m 2 3 ` ,� 65 110004:5 1819 w 81 ��ec 31 4 7 28 ,E 00 n''r .o. T----- 32 5 �qQ 0-3-8(0-1-8) 0-5-8(�ppgg-15))34 3x8 30 29 28 2 .5-8(0.2-1 4.._. 0-5-7(r 1-8) ii i 1`� 336tH-387# 1634#/-4 3416x8- 5x8 3x8 5x8 5x82410#/62 X54#1'14o# 4x5 I 3x8-- 5x8 23 22 21 20 3x8= 3x5= 12.1-15 12-1-19-7-8 1)(811150 10-1-15 9-7-10 9-11-4 18-9-0 24-10-8 27-5-0 29-11-8. 38-4-8 _140.10-0, 43-11-8 49-2-12 54-9-8 9-7-10 0-3:10 6-1-8 6-1-8 ' 2.6-8 2-6-8 8-5-0 2-5-8 3-0-8 5-3-4 5-6-12 ' 2-8-4 0-1-0 Plate Offsets(X,Y)-- [2:0-2-1,0-0-51[5:0-3-0,0-2-01[16:0-6-0,0-2-81[24:0-2-8,0-2-81[26:0-2-12,0-2-121[27:0-2-12,0-2-81[31:0-5-8,0-2-81[32:0-2-8,0-1-81[33:0-5-8,0-2-8] _ 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 0.58 Vert(LL) 0.34 35-38 >345 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.50 26-27 >742 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.70 Horz(TL) 0.06 24 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:400 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-6 oc purlins, except BOT CHORD 2x4 SP No.2`Except* end verticals. B2,B7:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3*Except' MiTek recommends that Stabilizers and required cross bracing W11,W14:2x6 SP No.2 be installed during truss erection,in accordance with Stabilizer 1 SLIDER Left 2x4 SP No.3 1-6-0 Installation guide. I REACTIONS. (lb/size) 2=336/0-3-8 (min.0-1-8),20=169/0-5-7 (min.0-1-8),35=1625/0-5-8 (min.0-1-15),24=2410/0-5-8 (min.0-2-14) Max Horz 2=263(LC 11) Max Uplift2=-387(LC 12),20=-140(LC 21),35=-434(LC 12),24=-624(LC 12) Max Grav2=336(LC 1),20=254(LC 18),35=1634(LC 21),24=2410(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36,2-3=-634/639,3-40=-841516,40-41=-67/518,4-41=-58/535,4-5=0/488,5-6=-267/526,6-7=-1046/729, 7-8=-1046/729,8-42=-1046/729,9-42=-1046/729,9-10=-1182/697,10-11=-889/539,11-43=-898/539,12-43=-898/539, 12-13=-898/539,13-44=-67/566,14-44=-67/566,14-15=-68/574,15-16=-237/1082,16-17=-80/611,17-45=-77/333, 45-46=-90/311,18-46=-117/307,18-19=0/40,18-20=-207/191 BOT CHORD 2-35=-422/223,34-35=-124/61,33-34=-98/152,6-33=-964/398,32-33=-196/264,31-32=-363/1198,30-31=0/43, 9-31=-177/191,29-30=-48/60,28-29=-144/0,27-28=0/43,11-27=-211/125,26-27=-68/301,25-26=-3/28,14-26=-199/146, 24-25=-215/0,23-24=0/28,15-24=-1196/452,22-23=-31/12,21-22=-275/116,20-21=-31/62 WEBS 4-35=-387/396,5-35=-1094/59,33-35=-334/178,5-33=-261/977,6-32=-255/1049,7-32=-396/258,9-32=-219/19, 10-31=-234/568,10-29=-480/144,29-31=-218/918,10-27=-136/149,27-29=-195/1006,13-27=-319/930,13-26=-1300/536, 15-26=-382/1144,24-26=-988/618,22-24=-598/363,16-22=-377/758,16-24=-1376/601,17-22=-508/302,17-21=0/289, 18-21=-315/134 NOTES- 1)Unbalanced roof live loads have been considered for this design. 0 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=55ft;eave=6ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 4-1-12,Interior(1)4-1-12 to 10-10-0,Exterior(2)10-10-0 to 51-8-8,Interior(1)51-8-8 to 56-1-8 zone;end vertical right exposed;porch 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)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. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 387 lb uplift at joint 2,140 lb uplift at joint 20, II 434 lb uplift at joint 35 and 624 lb uplift at joint 24. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard lob Truss - Truss Type Qty 'Ply A0027569 7035 749 I HIP ID:71 1 Job Reference(optional) • • -in - --' ----- Run'7.600 s Cct 3 2014 Print:7620 s Apr 30 2015 MiTek Industries,Inc.Thu May 14 15:15:0$2015 Page 1` Guiding Component Supply,Green Cove Springs,FL ReVOfeCpjBOPurX79SRFXzIyoU-BazKbKyrgijljr}l§9VibPNe2ZT99Xa p3VVdso9zGZD6 _11_4:6-15 7-0-0 9ii tf1J8 18-9-0 - 24-10-8 32-10-0 , 40-11-0 _41-11r8 47-3-0_..47-10.12 i-4"-ii 7-0-0 ' 2-11-4 1-10-4 6-11-8 6-1-8 7-11-8 8-1-0 1-0-8 5-3-8 0-7-12 Scale=1:84.7 4x5 3x6 3x4 3x4 4x5 3x5 3x6 3x4 I 3x8 3x6- 3x5. 7 8 37 938 1�9 1140 12 12 134 K 14 15 , 6.00 12 .. \442 4x5 5 �4\\ 18 V7 .. 1 1 h< W10 R 3x5 I NEL 35 23 • , lq •o . c 2 2 24 45 ,.. _ 20 46 ;%= 47 I�I°P 0-3-8(0-1-8) o- S�2g8�2-0) 27 _ = 22 21 3x6= r .1 r. �i5 9-0-7• 1 1-8) IN 1N 482#2 25# 1689 -5- 75#2x4 i t 3x4 II 4x5 - 1641 '-43 17;,/i40# 6 3x5 2x4 I 18 17 4x5= 3x4 1 12-1-15 12-1-15 12-1-15 10-1-15 9-11-4 12-7-8 18-9-0 24-10-8 -I---- 32-10 0 40-10-0 40-11-0 47-3-0 47-10-6 9-11-4 2-8-4 6-1-8 6-1-8 7-11-8 8-0-0 0-1-0 6-4-0 0-7-0 Plate Offsets(X,Y)-- [2:0-2-13,0-0-5],[6:0-1-8,0-1-8],[8:0-2-4,0-2-0],[15:0-3-0,0-2-0],[19:0-3-4,0-2-8],[23:0-2-12,0-2-8] 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 0.52 Vert(LL) 0.47 28-33 >252 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(TL) -0.54 28-33 >219 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.79 Horz(TL) 0.06 19 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:313 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-6-7 oc purlins, except BOT CHORD 2x4 SP SS`Except` end verticals. Except: B3:2x4 SP No.3,B5,B8:2x4 SP No.1 5-2-0 oc bracing:6-8 WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 9-2-5 oc bracing. W4:2x4 SP No.2 WEBS T-Brace: 2x6 SP No.2-12-19 OTHERS 2x4 SP No.3 2x4 SP No.3-16-18 SLIDER Left 2x4 SP No.3 1-6-0 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. I REACTIONS. (lb/size) 2=482/0-3-8 (min.0-1-8),28=1687/0-5-8 (min.0-2-0),19=1641/0-5-8 (min.0-1-15),17=115/0-7-0 (min.0-1-8) Max Horz 2=199(LC 12) Max Uplift2=-325(LC 12),28=-575(LC 12),19=-432(LC 12),17=-40(LC 12) Max Grav2=482(LC 1),28=1689(LC 21),19=1641(LC 1),17=176(LC 18) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36,2-3=-782/885,3-35=-323/277,4-35=-264/298,4-5=-92/238,5-36=-498/386,6-36=-480/391,6-26=-871/347, 6-8=-1064/477,7-37=0/0,8-37=0/0,8-38=-1308/640,9-38=-1308/640,9-39=-1567/698,10-39=-1567/698, 10-40=-1567/698,11-40=-1567/698,11-12=-1561/698,12-13=-12/123,13-41=-12/123,14-41=-12/123,14-15=-12/127, 15-42=0/142,16-42=-13/133,16-17=-55/111 BOT CHORD 2-28=-328/277,28-43=0/0,27-43=0/0,26-29=-119/33,26-44=-238/433,25-44=-238/433,24-25=-238/433, 24-45=-490/1308,23-45=-490/1308,22-23=0/137,11-23=-414/240,21-22=-41/182,21-46=-360/1104,20-46=-360/1104, 19-20=-360/1104,18-19=0/174,14-19=-488/314,18-47=-7/14,17-47=-7/14 WEBS 4-28=-379/360,28-29=-1329/340,5-29=-1342/336,9-24=-645/296,9-23=-117/368,21-23=-320/935,12-21=0/299, 12-23=-244/586,12-19=-1503/498,16-18=-102/42,5-26=-315/1111,8-24=-341/1188 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=47ft;eave=6ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 3-4-11,Interior(1)3-4-11 to 11-11-4,Exterior(2)10-9-8 to 47-1-4 zone;porch 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,with BCDL=10.0psf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 325 lb uplift at joint 2,575 lb uplift at joint 28, 432 lb uplift at joint 19 and 40 lb uplift at joint 17. 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)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard [Job 'Truss buss Type IQty Ply A0027570 7035 T50 HIP 1 1 Job Reference(optional) , --- ------ --- - Run:7.600 s Oct 32014 Print:7.620 s Apr 30 2015 MiTek Industries,Inc.Thu 14 15:15:042015 Page 1' Guiding Component Supply,Green Cove Springs,FL ID:7Re IBOPurX79SRFXzIyoUcmXiofzPL1uZ2 KiwCAFMPYtYM NQLbzGZD5 112-1 12-1-15 12-1-15 12-7.8 1 7.0.0 , 9-11-4 _ 18-9-0 24-10-8 __ 27-6-10 ____ - 33-9-15 39-11-8 49.11 453-0 45-10-12 '1 q0 7.0.0 2-11-4 1-10-4 6-1-8 I 6-1-8 I 2-8-2 ' 6.3-5 I- 6-1-9 0-11-8 4-4-0 0-7-12 0.10,0 Scale=1:81.2 3x4 3x4*4x5= 2x4 II 3x6 4x5 5x12 - 2x4 II 5x6= 7398 40 9 41 10 42 11 12 13 43 14 15 16 44 T9 � T3 -. � 3x5* g = � � 4x5�` 17 6.0012 53g `\ 2x4: \ 4 Bb �1 / 4 W0 1 d 3x5% 37 3 t c 83 / 1 3 W14 2 .. _4x5g 1 -'L-_ i 2524 i _ / 14��•30 28 45 46 27 26 47 24 23 22 21 ,. . N N 0-378(0-1-8)7 5-$6 3x6 3x8 0-54( 1-10) 3x6- 0-5.1 +,. gg-7-0(0-1-6) M I 139#/457# 4 3x4 •308# 3x8 81 1 8591$79 o 3x5 2x4 ' 5x8 19 18 4x5 3x4 ! 12-1-15 12-1-15 12-1-15 12-1-15 10-1-15 9-11-4 12-7-8 18-9-0 24-10-8 27-6-10 33-9-15 I 40-10-0 40-11-0 45-3-0 45-10-6 9-11-4 2-8-4 • 6-1-8 6-1-8 2-8-2 6-3-5 7-0-1 0-i-0 4-4-0 0-7-6 Plate Offsets(X,Y)- [2:0-2-13,0-0-5],[8:0-2-4,0-2-0],[13:0-3-0,0-3-0],[15:0-3-0,0-2-0],[20:0-2-12,0-2-0],[25:0-5-8,0-2-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 IC 0.49 Vert(LL) 0.48 30-35 >246 240 MT20 244/190 TCDL 10.0 1 Lumber DOL 1.25 BC 0.37 Vert(TL) -0.55 30-35 >217 180 BCLL 0.0 • Rep Stress Incr YES WB 0.49 Horz(TL) 0.04 2 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:341 lb FT=20% 11 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*Except* end verticals. Except: B3:2x4 SP No.3,B5,B8:2x4 SP No.1 6-0-0 oc bracing:6-8 WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. W4:2x4 SP No.2 WEBS T-Brace: 2x4 SP No.3-17-19,12-23 OTHERS 2x4 SP No.3 Fasten(2X) T and I braces to narrow edge of web with 10d(0.131"x3") SLIDER Left 2x4 SP No.3 1-6-0 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) 2=475/0-3-8 (min.0-1-8),30=1125/0-5-8 (min.0-1-8),23=1351/0-5-4 (min.0-1-10),20=731/0-5-8 (min.0-1-8), 18=84/0-7-0 (min.0-1-8) Max Horz 2=240(LC 12) Max Uplift2=-278(LC 12),30=-457(LC 12),23=-408(LC 12),20=-151(LC 12),18=-37(LC 12) Max Grav2=475(LC 1),30=1139(LC 17),23=1392(LC 17),20=812(LC 18),18=85(LC 22) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36,2-3=-772/858,3-37=-308/143,4-37=-255/165,4-5=-77/133,5-38=-263/188,6-38=-237/192,6-28=-383/201, 6-8=-495/271,7-39=0/0,8-39=0/0,8-40=-418/246,9-40=-418/246,9-41=-418/246,1031=-418/246,10-42=-418/246, 11-42=-418/246,11-12=-126/112,12-13=-198/168,13-43=-198/168,14-43=-198/168,14-15=-198/168,15-44=-34/143, 16-44=-39/138,16-17=-9/103,17-18=-43/80 BOT CHORD 2-30=-251/291,30-45=0/0,29-45=0/0,28-31=-88/0,28-46=-76/209,27-46=-76/209,26-27=-76/209,26-47=-18/137, 25-47=-18/137,24-25=-26/12,11-25=-559/291,23-24=-81/6,23-48=-118/121,22-48=-118/121,21-22=-16/39, 21-49=-16/39,20-49=-16/39,19-20=0/133,16-20=-206/199,18-19=-2/4 WEBS 4-30=-378/359,30-31=-780/194,5-31=-804/190,8-26=-46/334,9-26=-416/248,11-26=-211/445,23-25=-106/164, 14-22=-411/270,12-25=-221/628,15-20=-411/128,15-22=-49/267,17-19=-90/25,5-28=-153/611,12-23=-1205/514, 12-22=-201/458 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=45ft;eave=6ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 3-2-5,Interior(1)3-2-5 to 11-11-4,Exterior(2)10-9-8 to 45-1-4 zone;porch 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,with BCDL=10.0psf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 278 lb uplift at joint 2,457 lb uplift at joint 30, 408 lb uplift at joint 23,151 lb uplift at joint 20 and 37 lb uplift at joint 18. 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. 8 /Agm elsIg ao9ai permanent and stability bracing for truss system(not part of this component design)is always required. Job Truss Truss Type Qty Ply A0027570 7035 T50 HIP 1 1 Job Reference(optional) • • Budding Component Supply,Green Cove Springs,FL Run:7.800 s Oct 3 2014 Pmt 7.620 s Apr 30 2015 NMTek Indusbles,Inc.Thu May 1415:15:042015 Page 2' I D:7ReVQfeCpjBOPurX79SRFXzIyoU cmXiotzPL1 uZ2GkhGIwcAF6YPYtY530x6ANQLbzGZDS LOAD CASE(S) Standard 'Job Truss Truss Type QtY Y A0027571 7035 T51 HIP 1 1 Job Reference(optional) •_ Buiding Component Supply,Green Cove Spdngs,FL Run:7.600 s Oct 3 2014 Print 7.620 s Apr 30 2015 MiTek ndustries,Inc. Thu May 14 15:15:0$2015 Page 1 ID:7ReVq p,03OPurX79SRFXzlyoU-4y55??z26K0QgQJug0RryTencyDk92W06zt1zGZD4 12-1-15 12-1-15 12-7.8 -1-4 5-0-0 9-11-4 11-9-8, 18-9-0 24-10.8 27-6-10 32-8-3 37-11-8 44-11-8 1 5-0-0 4-11.4 1-10-4'�- 6-1-8 t - 6-1-8 I 2-8-2 5-1-9 5-3-5 7-0-0 1-9 55 - J' 0-10-0 Scale=1:79.0 4x5= 3x13= 4x5= 3x8- 5x8= 7368 37 9 38 10 39 11 12 40 13 41 14 M __ : .. r1 ' 4Y 4x5 3x4 6 1 Irt 1 �� k 8,00 2 35 :;, 44%.„44.44.15 5 •c 114 3x4 4 4 I 10 1 0 d' 3x4 3 3 < ,B3 °i i B 27 22.,yam• - ..��■:: t 132# Io 1 / I r I ®®®® 28 5�(2g6 2425 44 45 23 46 21 5-g(20Q 47 19 48 18 17 16 403re1#) 124614-544# 3x8 5x8 156w-437# 3x8 3x6- �b�ur u 3x4 12-1-15 12-1-15 12-1-15 USPIWUS24 5-0-0 9-11-4 12-7-8 , 18-9-0 24-10-8 .27-6-10 32-8-3 37-11-8_ _ 44-11-8 5-0-0 4-11-4 2-8-4 ' 6-1-8 6-1-8 2-8-2 I 5-1-9 5-3-5 7-0-0 _ Plate Offsets(X,Y)-- [2:0-2-13,0-1-5],[14:0-6-0,0-2-8],[15:0-2-4,0-2-0],[22:0-5-8,0-2-8) LOADING(psf) SPACING- 2-0-0 CSI- DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.08 25 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.38 Vert(TL) -0.18 16-17 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.75 Horz(TL) -0.02 20 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:343 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. Except: B3,B4:2x4 SP No.3 6-0-0 oc bracing:6-8 WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: OTHERS 2x4 SP No.3 6-0-0 oc bracing:21-22,20-21,19-20. SLIDER Left 2x4 SP No.3 1-6-0 T-Brace: .2x4 SP No.3-11-22 WEBS T-Brace: 2x4 SP No.3-9-23,13-19,14-19,14-17, 12-20 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. JOINTS 1 Brace at Jt(s):6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=403/0-3-8 (min.0-1-8),26=1236/0-5-8 (min.0-1-8),20=1470/0-5-4 (min.0-1-14),16=633/Mechanical Max Horz 2=246(LC 12) Max Uplift2=-211(LC 12),26=-544(LC 12),20=-437(LC 12),16=-132(LC 12) Max Grav2=403(LC 1),26=1240(LC 21),20=1565(LC 18),16=640(LC 22) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36,2-3=-199/151,3-34=-283/209,4-34=-229/221,4-5=-162/296,5-35=-191/45,6-35=-163/53,6-24=-421/264, 6-8=-537/302,7-36=0/0,8-36=0/0,8-37=-328/174,9-37=-328/174,9-38=-328/174,10-38=-328/174,10-39=-328/174, 11-39=-328/174,11-12=-95/90,12-40=-231/181,40-41=-231/181,13-41=-231/181,13-14=-231/181,14-42=-331/180, 42-43=-420/164,15-43=-439/149,15-16=-575/255 BOT CHORD 2-28=-306/253,26-28=-306/253,26-44=0/0,25-44=0/0,24-27=-186/152,24-45=-12/151,23-45=-12/151,23-46=-11/119, 22-46=-11/119,21-22=-24/13,11-22=-539/268,20-21=-90/0,20-47=-144/176,19-47=-144/176,19-48=-52/310, 18-48=-52/310,17-18=-52/310,16-17=-18/26 WEBS 4-26=-423/492,26-27=-986/447,5-27=-1010/439,8-23=-93/360,9-23=-424/257,11-23=-162/393,20-22=-103/213, 13-19=-342/213,12-22=-179/637,14-19=-211/138,14-17=-79/122,15-17=-46/360,5-24=-220/646,4-28=-231/184, 12-20=-1346/546,12-19=-281/667 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=45ft;eave=5ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 3-1-15,Interior(1)3-1-15 to 11-11-4,Exterior(2)10-9-8 to 44-3-13,Interior(1)44-3-13 to 44-9-12 zone;porch 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)All plates are 2x4 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 Co��ftwg��i�Vettgm chord and any other members,with BCDL=10.0psf. Job Truss Truss Type -Qty Ply - A0027571 7035 T51 HIP 1 !Job Reference(optional) Bulldog Component Supply,Green Cove Springs,FL Run:7.600 s Oct 3 2014 Print'7 620 s Apr 30 2015 MiTek Industries,Inc.Thu May 14 15:15:03 2015 Pa—ge' ID:7ReVQfeCpjBOPurX79SRFXzlyoU-4y55??z26KOQgQJugORQTencyDkgSF5Lq6zt1 zGZD4 NOTES- 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 211 lb uplift at joint 2,544 lb uplift at joint 26,437 lb uplift at joint 20 and 132 lb uplift at joint 16. 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. 11)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 Oty Ply A0027572 7035 T52 ROOF SPECIAL 1 P1 1 'Job Reference(optional) . n- Page Build' Component Supply,Green Cove Springs,FL Run:7.600 s Oct 3 2014 Print:7.620 s Apr 30 2015 MiTek IndusWes,Inc. Thu Ma 14 15:15:06 2015 Pa 1. ID:7ReVQfeC BQPttr279SRFXzIyoU-Y9fTDL_gse8HHau4Ojy4GgBxcMS2Zt QEZUSWPTzGZD3 12.1.15 12.1-15 12-7-8 '}zt`4r'Y1171 -1.4-0 5-1-6 9-11-4 11-9-8 18-9-0 24-10-8 - 27-8-4 1: 35-11-8__-- 40-3-12 44-11-8 i 1-4-0' 61-6 4-9-14 1.104 6-1-8 6-1-8 2-9-12 0-3-8 7.11-12 44-4 4-7.12 0-10-0 Scale=1:81.7 4x5- 4x5 3x6 7x14 MT2OHS= 5x6 7358 38 9 37 10 38 11 12 39 40 13 • T3 ■--,. 3x4 1 \14 3x4 6 6.00(12 34 o' 4 I \�5 5 9 4y c 3x4 W 2 d 10 cv 3x4 4 I 13 W1 5 r-33 co 3 < . B3 / \ u5 HW7 9 1 2 �• r 4x5 =. L12 :!� 9 °� " B1 .:. 21 r-'r8?� � .• = 136 • -1 !g 27 (2q5 )2324 41 42 22 43 20 19 18 17 45 16 38590# �28A567# 3x8 5x8 81 ( 1-15 3x6= 3x8= 3x4 12-1-15 12.1.15 12-1-15 USPIJUS24 27-8.4 5-1-6 9-11-4 12-7-8 18-9-0 _ 24-10-0 27$10 I 35-11-8 44-11-8 • 5-1-6 4-9-14 ' 2-8-4 - 6.1.8 I 8.1-8 I 2$20.1110 8-3-4 90.0 Plate Offsets(X,Y)-- [2:0-2-13,0-1-5],[13:0-3-0,0-2-0],[21.0-5-8,0-2-8] _ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.25 16-17 >840 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.50 16-17 >413 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.88 Horz(TL) -0.03 19 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:342 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. Except: B3,B4:2x4 SP No.3 6-0-0 oc bracing:6-8 WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: OTHERS 2x4 SP No.3 T-Brace: 2x4 SP No.3-11-21 SLIDER Left 2x4 SP No.3 1-6-0 WEBS T-Brace: 2x4 SP No.3-9-22,12-19,13-17,14-16 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. JOINTS 1 Brace at Jt(s):6 MiTek recommends that Stabilizers and required cross bracing II be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=385/0-3-8 (min.0-1-8),25=1269/0-5-8 (min.0-1-8),19=1451/0-5-4 (min.0-1-15),16=638/Mechanical Max Horz 2=-269(LC 10) Max Uplift2=-190(LC 12),25=-567(LC 12),19=-445(LC 12),16=-123(LC 12) Max Grav2=385(LC 21),25=1282(LC 17),19=1618(LC 18),16=703(LC 18) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36,2-3=-193/137,3-33=-241/157,4-33=-185/169,4-5=-212/356,5-34=-162/38,6-34=-135/53,6-23=-449/292, 6-8=-548/297,7-35=0/0,8-35=0/0,8-36=-294/168,9-36=-294/168,9-37=-294/168,10-37=-294/168,10-38=-294/168, 11-38=-294/168,11-12=-84/93,12-39=-332/212,39-40=-330/212,13-40=-330/212,13-14=-408/201,14-15=-84/75, 15-16=-137/122 BOT CHORD 2-27=-261/216,25-27=-261/216,25-41=0/0,24-41=0/0,23-26=-245/193,23-42=-47/144,22-42=-47/144,22-43=-34/137, 21-43=-34/137,20-21=-73/2,11-21=-428/203,19-20=-127/0,19-44=-107/166,18-44=-107/166,17-18=-107/166, 17-45=-72/280,45-46=-72/280,16-46=-72/280 WEBS 4-27=-235/185,4-25=-425/495,25-26=-1020/463,5-26=-1045/453,8-22=-98/373,9-22=-436/251,11-22=-147/390, 19-21=-88/225,12-19=-1318/566,12-21=-118/523,13-17=-218/160,14-17=-21/148,14-16=-510/140,5-23=-247/691, 12-17=-243/608 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=45ft;eave=5ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 3-1-15,Interior(1)3-1-15 to 11-11-4,Exterior(2)10-9-8 to 40-4-10,Interior(1)40-4-10 to 44-9-12 zone;porch 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)All plates are MT20 plates unless otherwise indicated. 5)All plates are 2x4 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. Cgbigiuerep Ard8R)2for truss to truss connections. Toy_ 'Truss -Truss Type - Qty• Ply A0027572 7035 T52 ROOF SPECIAL 1 1 Job Reference(optional) Budding Component Supply,Green Cove Springs.FL Run:7.600 5 Oct 3 2014 Print:7 620 5 Apr 30 fTD g ek Industries,Inc Thu May 2 15:15:062015 Page 2 1 D:7ReV0feCpjBOPurX79SRFXz1yoU-Y9fTDL_g se6HHau40jy4GgBxcMST2tOEZUsWPTzGZD3 NOTES- 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 190 lb uplift at joint 2,567 lb uplift at joint 25,445 lb uplift at joint 19 and 123 lb uplift at joint 16. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard t, __ _---- «..wwxa.-.,',-,w.aw? eV.w,...ww:ne.o,->..r+:.rr�.�u.+a.�srw�.�!�++Rw,.�.o..:..w.;.,.,,.,,.�..,,..a:-.�_...y�.:�.�.: �-..�.�w.,.•m+.,wke-..a.r.��,«.,.,..�a�..�,..w...-.,. .4..r,., ..... .......,.�..w.,.w.:-.-� n, , _...r.,,:-�R Job truss Truss Type Qty Ply A0027573 7035 753 Component Supply, T53 ROOF SPECIAL Run:7.600 1 1 s Oct 3 2o1a Pr nt)Job Reference(optional) ' pply C�1 Cove�%FL 7.620 s Apr 30 2015 MTek Industries,Inc. Thu May 14 15:15:062015 Page 1' ID:7ReVQfeCp1B4P4rg9SRFXzlyoU-Y9fTDL_gse8HHau40jy4GgB_pMUSZzME? f WTzG 3 57-15 4-11-8 9-7-4 12-11159-8 18-8-14 25-8-4 29-11-12 33-11-8 ._ 39-3-12 - _ 44-11-8 1-4-0 4-11-8 I 4-7-14 12-2-4 6-11-8 I- 6-11-6 4-3-8 3-11-12 - 5-4-4 5-7-12 Scale=1:78.7 5x6 5x6 11 34 12 5x6 -= �- %e T' 5x8= 7 8 9 I 3513 jj6 30 I• 32 ' ' 4x5 6.I •� lipip6444.4.4::58,00 12 29 II: ,1\ 4 5 1 ' W10" Y, 2x4• 1 i /4 6 4 H1N 5 n 91 .3 128 I. rig; 2 0-3-8(0-1-8) 22 37 21 20 38 39 jg 18 40 41 17 42 16 15 822#1 83# 1066p1-468rx5 3x6= 3x8- 0-5-4(0-1-34(S 41# 3x8= 2x4 'I 12-1-15 12-1-15 12-1-15 12-1-15 9-7-4 11-9-8 18-8-14 27-8.10 33-11-8 39-3-12 4411-8 USP JUS24 • 9-7-4 2-2-4 6-11-6 I 8-9-12 1 6-4-14 I 5-44 I 5-7-12 i Plate Offsets(X,Y)-- [2:0-4-1,Edge],[6:0-5-8,0-2-8],[11:0-3-0,0-2-0],[12:0-3-0,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.24 23-26 >488 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.35 23-26 >331 180 BCLL 0.0 * Rep Stress lncr YES WB 0.50 Horz(TL) 0.02 2 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:337 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-3 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. Except: WEBS 2x4 SP No.3 6-0-0 oc bracing:6-8 OTHERS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: SLIDER Left 2x4 SP No.3 1-6-0 7-10-14 oc bracing:23-26. WEBS T-Brace: 2x4 SP No.3-9-20,10-19,11-19,12-17, 13-17 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) 2=481/0-3-8 (min.0-1-8),23=1065/1-1-8 (min.0-1-8),19=1489/0-5-4 (min.0-1-14),15=652/Mechanical Max Horz 2=-280(LC 10) Max Uplift2=-283(LC 12),23=-461(LC 12),19=-441(LC 12),15=-156(LC 12) Max Grav2=482(LC 21),23=1066(LC 21),19=1614(LC 17),15=684(LC 18) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36,2-3=-776/715,3-28=-407/334,4-28=-344/348,4-5=-218/196,5-29=-318/250,6-29=-288/257,6-22=-377/175, 6-8=-251/226,7-30=0/0,8-30=0/0,8-31=-80/77,9-31=-80/77,9-32=-394/295,32-33=-394/295,10-33=-394/295, 10-11=-37/157,11-34=-267/276,12-34=-267/276,12-35=-288/256,13-35=-360/234,13-36=-339/189,14-36=-449/175, 14-15=-640/268 BOT CHORD 2-23=-448/364,22-23=-182/168,22-37=-177/298,21-37=-177/298,20-21=-177/298,20-38=-31/109,38-39=-31/109, 19-39=-31/109,19-40=-12/112,18-40=-12/112,18-41=-12/112,17-41=-12/112,17-42=-96/344,16-42=-96/344, 15-16=-8/12 WEBS 4-23=-343/314,5-23=-881/181,5-22=-29/560,6-9=-370/235,6-20=0/226,9-20=-339/200,10-20=-209/518, 10-19=-687/431,11-19=-674/250,11-17=-173/500,12-17=-143199,13-17=-236/151,13-16=-198/152,14-16=-129/464 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=45ft;eave=5f1;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 3-1-15,Interior(1)3-1-15 to 11-11-4,Exterior(2)10-9-8 to 15-3-7,Interior(1)25-8-4 to 29-11-12,Exterior(2)33-11-8 to 38-5-7 zone;porch 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)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 283 lb uplift at joint 2,461 lb uplift at joint 23, CottluiPalflOir 19 and 156 lb uplift at joint 15. 'Job Truss 'Truss Type_ .Qty Ply A0027573 7035 T53 ROOF SPECIAL 1 1 Buidi, Component Supply,Green Cove Springs,FL ID:uReVQ0 s Oct 3 01X79SR�b Reference(optional) : - - g P - -- � - - 7.620 s Apr 30 2015 MiTek Industries,Inc.Thu May 14 15:15:06'2015 Page 2 FXz l yoU-Y9fTDL_gse8HHau4Ojy4Gg BJ)MUSZzM EZUs W PTzGZD3 NOTES- 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 10)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard Sob- Truss Truss Type Qty y A0027574 7035 T55 ROOF SPECIAL GIRDER 1 2 Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7620 s 4r 30 2015 MiTek Industries,Inc. Thu May 14 15:13:072015 Page 1` I D:7ReVOfeCpjBO PurX79SRFXzIyoU-OLDrQh?IdyG8vkTGxRTJouj4xmlo IJtOo8 b4ywzGZD2 12.1.2 18412 0.58 2-30 f 510.0 10-4-14 14.11.12 17-1-8 18.3-4 0-5-8 2.3-8 3-1-0 '— 4.614 4.614 ---' 2-1-12 1-1-12 0-5-8 6x6 4x6 -- Scale=1:65.8 6.00j12 3x4 - 5• _ 2x4 ,I .: 2 3 5x12% 1' N N 51�= Y 4X6=t < a \. 5x8 d 7 W\4x6= i1 4 x 6 I I I371 ' 1 - pfiMI k r'-252# 14 13 12 10 9 8 4x5 I I 6x6= 3x4 - 4x6 6x8 -= 3x8 I Special 7x168-12 18-3-8 4 121150 2-3-8 I 3-100 1 4-6-14 481442 27-1162 0 1/1-312-61 1 .2 90-4 0-5-4 Plate Offsets(X,Y)-- [1:0-3-8,0-2-12],[2:0-4-12,Edge],[4:0-3-8,0-1-12],[6:0-2-12,0-2-0],[7:0-4-0,0-2-12],[8:0-4-12,0-4-41[9:0-4-12,0-1-8],[10:0-4-0,0-4-0],[13:0-2-0,0-4-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.85 Vert(LL) 0.09 13-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.98 Vert(TL) -0.15 13-14 >999 180 BCLL 0.0 • Rep Stress lncr NO WB 0.93 Horz(TL) -0.10 16 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 i (Matrix-M) Weight:442 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 No.2*Except* end verticals. B1:2x4 SP No.3,B2:2x6 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS T-Brace: 2x4 SP No.3-4-6 OTHERS 2x6 SP No.2 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. REACTIONS. (lb/size) 15=3704/0-5-8 (min.0-1-8),16=5693/0-5-8 (min.0-1-10) Max Horz 15=524(LC 8) Max Uplift15=-1340(LC 4),16=-252(LC 5) Max Grav15=3704(LC 1),16=6754(LC 2) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-1877/628,2-3=-1771/501,3-17=-1291/322,4-17=-1291/322,4-5=-190/155,6-9=0/2361,5-6=-61/54,6-7=-282/6 BOT CHORD 8-16=-60/6155,7-16=-599/232,14-15=-352/661,1-15=-3043/1025,14-18=-445/325,18-19=-445/325,13-19=-445/325, 13-20=-925/1672,20-21=-925/1672,21-22=-925/1672,12-22=-925/1672,12-23=-78211771,11-23=-782/1771, 11-24=-782/1771,24-25=-782/1771,10-25=-782/1771,10-26=-50/2061,9-26=-50/2061,8-9=-85/1993 WEBS 2-12=-90/397,3-12=-638/1009,3-10=-1373/862,4-10=-726/3917,4-6=-4261/824,6-10=-1411/0,6-8=-5065/243, 2-13=-522/538,1-13=-897/2601 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 0-5-0 oc,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 roof live loads have been considered for this design. 4)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 C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 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)Bearing at joint(s)15,16 considers parallel to grain value using ANSI/7P11 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 1340 lb uplift at joint 15 and 252 lb uplift at joint 16. 10)Load case(s)1,2,12 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)Use USP THDH26-2(With 16d nails into Girder&16d nails into Truss)or equivalent at 17-3-0 from the left end to connect truss(es) FG01 (2 ply 2x6 SP)to front face of bottom chord. Continued on page 2 Job Truss _ Truss Type Qty 'Ply A0027574 7035 T55 ROOF SPECIAL GIRDER 1 Apr 30 2015 Pmt Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run'.7.620 s 7.620 s A,4ppr 30 2015 MiTek Industries,Inc.Thu May 14 15.15:02015 Paagg��2 I D:7 ReVQfeC pj BO Pu rX79SRFXz1yoU-0 LDrOh?IdyGBvkTGxRTJouj4xmlolJt0o8b4ywzGZD2 NOTES- 13)Fill all nail holes where hanger is in contact with lumber. 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2 lb down at 0-1-8,1723 lb down and 895 lb up at 3-7-4,559 lb down and 268 lb up at 5-7-4,545 lb down and 252 lb up at 7-7-4,561 lb down and 232 lb up at 9-7-4,546 lb down and 213 lb up at 11-7-4,and 588 lb down and 237 lb up at 13-7-4, and 604 lb down and 255 lb up at 15-7-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 15)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard Except: 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-60,2-4=-60,4-5=-60,6-7=-60,8-14=-20 Concentrated Loads(Ib) Vert:9=-3007(F)14=-2(F)18=-1723(F)19=-545(F)20=-545(F)22=-545(F)23=-545(F)25=-545(F)26=-545(F) 2)Dead+0.75 Roof Live(balanced)+0.75 Uninhab.Attic Storage+0.75 Attic Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-50,2-4=-50,4-5=-50,6-7=-50,13-14=-20,13-21=-50,12-21=-20,12-24=-50,8-24=-20 Concentrated Loads(Ib) Vert:9=-4099(F)14=-1(F)18=-1538(F)19=-559(F)20=-497(F)22=-561(F)23=-546(F)25=-588(F)26=-604(F) 12)Dead+Uninhabitable Attic Storage:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-20,2-4=-20,4-5=-20,6-7=-20,13-14=-20,13-21=-60,12-21=-20,12-24=-60,8-24=-20 Concentrated Loads(Ib) Vert:9=-3836(F)14=-2(F)18=-850(F)19=-376(F)20=-293(F)22=-378(F)23=-358(F)25=-414(F)26=-435(F) rJob 'Truss - Truss-Type — Qty -Ply I A0027575 7035 1'56 HALF HIP 1 1 Building Component Supply, I Springs,FL 1 15 Run 00$Oct 3 7B2 Reference 2015 optional) Budd' Com rent Suppl,Green Cove S - _----- 1 SVS 2014 Pmt.7.620 s I QfeC BOPurX79SRFX;�(ygUtQLDrQh?Id G8vkTGxRTJ u8y1t61SsOo8b415P Page 2` 2- Pl Y 1 Pm ywzGZD2 -1.41 D 7-9-8 - 12-7-0 1-4-0 7-9-8 4-9-8 ' 3x4- Scale=1:48.6 5 • "S 6.00 12 3x4 11 15 4 3x46 3 14 i1 511 _j maw p.3�g® .8 ��q, 468fNa2384 i ,�) 1i9 3x6 I I IN 350#/-185# 7 3x4 -6 12-1-15 12-1-PS1 II 10-1-15 7-8--4 07-918 14--97-8 0 USP JUS24 Plate Offsets(X,Y)— (2:0-2-0,0-1-9],[8:0 7 8,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.22 9-12 >404 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.51 Vert(TL) -0.19 9-12 >453 180 BCLL 0.0 * Rep Stress Incr YES WB 0.36 Horz(TL) -0.04 2 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 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2*Except* end verticals. B2:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-6 SLIDER Left 2x4 SP No.3 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. j REACTIONS. (lb/size) 2=468/0-3-8 (min.0-1-8),6=328/Mechanical,9=279/0-7-12 (min.0-1-8) Max Horz 2=296(LC 12) Max Uplift2=-228(LC 12),6=-185(LC 12),9=-126(LC 12) Max Grav2=468(LC 1),6=350(LC 17),9=328(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36,2-3=-265/311,3-14=-343/14,4-14=-271/42,4-15=-314/144,5-15=-241/160,5-6=-296/268 BOT CHORD 2-9=-294/334,8-9=-215/236,7-8=0/93,4-8=-412/359,6-7=-3/64 WEBS 6-8=-71/6,5-8=-307/384 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 C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 12-5-4 zone;porch 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.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 228 lb uplift at joint 2,185 lb uplift at joint 6 and 126 lb uplift at joint 9. 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 Oty Ply A0027576 7035 T57 HALF HIP 1 1 n _ . Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7 600 s Oct 3 2014 Print:7.620 s Apr 30 2015 MiTek Industries,Inc. Thu May 14 15:15:08'2015 Page 1' '2 1-15 12-1-151 D:7ReVOfeCpjBOPurX79SRFXzIyollld..KIVe1 OwOFO?Xt1TV8?YL5GKsAE41wX1 oLdUMzGZD1 1.4D 5-9-8 12-7-0 1-4-0 i 5-9-8 6-9-8 3x4-> Scale=1:48.6 5 6.00 lif 15 2x4 II 4 • 3x4 -. 3 14 i1 Lmmuci.ti15. W449:1331) 41Pi °;' 3x6 II 316#1-148# 7 3x4=6 12-1-15 12-1-/84 II 10-1-15 1 5oe 12-7° USP--JUS24 5-0-8 0 9 0 6-9-8 Plate Offsets(X,y)- [2:0-2-0,0-1-9],[8:0-6-8,0-2-0] _ _-- LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip IDOL 1.25 TC 0.52 Vert(LL) -0.07 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.17 6-7 >497 180 BCLL 0.0 * Rep Stress Incr YES WB 0.37 Horz(TL) -0.01 2 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 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2`Except' end verticals. B2:2x4 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 5-6 SLIDER Left 2x4 SP No.3 1-6-0 and recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=342/0-3-8 (min.0-1-8),6=311/Mechanical,9=422/0-7-12 (min.0-1-8) Max Horz 2=296(LC 12) Max Uplift2=-143(LC 12),6=-148(LC 12),9=-192(LC 12) Max Grav2=342(LC 1),6=316(LC 17),9=422(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36,2-3=-159/198,3-14=-191/0,4-14=-92/0,4-15=-281/112,5-15=-179/123,5-6=-239/253 BOT CHORD 2-9=-227/218,8-9=-169/148,7-8=0/136,4-8=-425/355,6-7=0/55 WEBS 6-8=-50/0,5-8=-234/231 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 C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 12-5-4 zone;porch 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.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 143 lb uplift at joint 2,148 lb uplift at joint 6 and 192 lb uplift at joint 9. 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 iTruss Truss Type Oty Ply I A0027577 7035 iT58 HALF HIP 1 1 l_ Job Reference(optional) , Building Component Supply,Omen Cove Springs,FL Run:7.600 s Oct-3 2014 Print:7.620 s Apr 30 2015 MTek Industries,Inc. Thu May 14.15:15:082015 Page 1' 1 -1-15 12.1.15 ID:7ReVOfeCpjBOPurX79SRFXzlyoU4 4X11Ep91OwOF0?Xt1TV8?YL5GM4AEN1tNX1oLdUMzGZD1 14--' 5-2-0 10-6-8 12-7-0 1 .1.4-0 I 5-2-0 -- 5-4-8 2-0-8 4,5 Scale=1:45.0 2x4 II 5 78 6 1 8.00 I 12 2x4 II 17 4 3x4 71 3 18 � O • 001 � =ME 0-318!8 ) 43353910301! s � . B N 9 8 2x4156#/-70#7 12-1-15 12-1. 1 3x4 = 10-1-15 47-8 52-0 10-6-8 — 12PJUS24 4-7-8 6-5-8 5-4-8 2 Plate Offsets(X,Y)-- [2:0-2-13,0-1-5],[5:0-2-8,0-1-8],[10:0-7-8,0-2-0] 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 0.44 Vert(LL) 0.05 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.44 Vert(TL) -0.13 8-9 >677 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.47 Horz(TL) -0.03 7 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:92 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. 82:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-7 SLIDER Left 2x4 SP No.3 1-6-0 r MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=156/Mechanical,2=55/0-3-8 (min.0-1-8),11=863/0-5-8 (min.0-1-8) Max Horz 2=258(LC 12) Max Uplift7=-70(LC 9),2=-84(LC 10),11=-352(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36,2-3=-175/386,3-16=372/356,4-16=-357/420,4-17=-195/254,5-17=-181/341,5-18=-12/9,6-18=-12/9, 6-7=-79/53 BOT CHORD 2-11=-293/95,10-11=-363/138,9-10=0/116,4-10=-385/355,8-9=-7/67,7-8=-9/12 WEBS 8-10=-59/0,5-10=-413/154,5-8=0/136 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 C;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 10-6-8,Exterior(2)10-6-8 to 12-5-4 zone;porch 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.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 70 lb uplift at joint 7,84 lb uplift at joint 2 and 352 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. LOAD CASE(S) Standard Job Truss Truss Type -Qty1 Ply A0027578 7035 T59 HALF HIP 1 1 i Job Reference(optional) Bulking Component Supply,Green Cove Sprkps,FL Run.7.600 s Oct 3 2014 Pent:7.620 s Apr 30 2015 MiTek IndruMes,Inc.Thu May 1415:15: 2015 Page 1 1-15 12.1.15 ID:7ReVQfeCpjBOPurX79SRFXzlyoU-UXnDAtiJ�O?Xt1 TV8?YL5GPaAHr1wXX1 oLdUMzGZD1 1-4` 5-2-0 8-6-8 12-7-0 { 1.4-0 { 5-2-0 3-4-8 { 4-0-8 5x8= Scale=1:38.8 2x4 11 5 18 19 6 NI T2 6.001 2x4 11 4 17 1 3x4-.:.--16 3 - 2 � 94 � • i 1 L/ ►i1 Wiirsi 4x3 -1t ; • C 1 9 8 354#7/-146# 12-1-15 12-1-21:4 !I 3x4= 10 1-15 3x4 I---- 4-7-8 5-2-0 8-6-8---- I 12-7-0 4-7-8 0-6-8 3-4-8 4-0-8 USP JUS24 Plate Offsets(X,Y)- [2:0-2-9,0-1-9],[5:0-6-0,0-2-8],[10:0-5-8,0-2-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.04 11-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.22 Vert(TL) -0.03 11-14 >999 180 BCLL 0.0 * Rep Stress Ina YES WB 0.27 Horz(TL) -0.01 2 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:94 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. B2:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=354/Mechanical,2=365/0-3-8 (min.0-1-8),11=356/0-5-8 (min.0-1-8) Max Horz 2=217(LC 12) Max Uplift7=-146(LC 9),2=-193(LC 12),11=-141(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36,2-3=-144/184,3-16=-244/83,16-17=-214/85,4-17=-160/99,4-5=-254/198,5-18=-5/3,18-19=-5/3,6-19=-5/3, 6-7=-114/97 BOT CHORD 2-11=-244/209,10-11=-222/167,9-10=0/54,4-10=-257/281,8-9=-1/30,7-8=-90/127 WEBS 8-10=-115/120,5-10=-212/131,5-8=0/119,5-7=-242/173 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 C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 8-6-8,Exterior(2)8-6-8 to 12-5-4 zone;porch 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 146 lb uplift at joint 7,193 lb uplift at joint 2 and 141 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. LOAD CASE(S) Standard Job Truss Truss Type 'Qty 'Ply 7035 T60 HALF HIP 1 1 A0027579I Job Reference(optional) Bulking Component Supply,Green Cove Springs.FL Run:7.600 s Oct 3 2014 Print:7.620 s Apr 30 2015 MiTek Industries,Inc.Thu May 1415:15:042015 Paget 12-1-15 ID:7ReVQfeCpjBOPurX79SRFXzIyoU-ykLbrN0Y9ZVA81tsWntJpXuZcGmOJgGS4B0ozGZDO -1_,A2-1-15 5 2-0 6-6-8 12-7-0__ 1-4-0 5-2-0 1-4-8 6-0-8 5x8= Scale=1:33.3 2x4 II 5 18 19 20 6 2x4 II T2 n 6.00 12 4 U ir 17 X16 3 1 ill 2 vy - W3 B, ■ 0-30404-8) 5 -5-8(0-1-8 ) W2 364 07-199# 357#/-153# N id EQB3 9 8 354#/-152# 12-1-15 12-1-th4 1 3x4= 1B-1-15 3x4= 4.7-8_ 2-0 6-6-8 12-7-0 I-- 4.7-8 1.4-8 { 6-0-8 —USP-JUS24 Plate Offsets(X,Y)-- [2:0-2-13,0-1-5],[5:0-6-0,0-2-8],(10:0-5-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.04 11-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.27 Vert(TL) -0.07 7-8 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.23 Horz(TL) -0.01 2 n/a n/a BCDL 10.0 Code FBC2010ITPI2007 (Matrix-M) Weight:86 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. B2:2x4 SP No.3 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 SLIDER Left 2x4 SP No.3 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=354/Mechanical,2=364/0-3-8 (min.0-1-8),11=357/0-5-8 (min.0-1-8) Max Horz 2=176(LC 12) Max Uplift7=-152(LC 9),2=-199(LC 12),11=-153(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36,2-3=-146/164,3-16=-242/113,16-17=-225/115,4-17=-210/129,4-5=-204/207,5-18=-15/8,18-19=-15/8, 19-20=-15/8,6-20=-15/8,6-7=-170/136 BOT CHORD 2-11=-240/198,10-11=-195/134,9-10=-65/0,4-10=-155/243,8-9=-9/28,7-8=-97/153 WEBS 8-10=-182/241,5-10=-275/115,5-8=-87/219,5-7=-190/124 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 C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 6-6-8,Exterior(2)6-6-8 to 10-9-7 zone;porch 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 152 lb uplift at joint 7,199 lb uplift at joint 2 and 153 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. LOAD CASE(S) Standard Job — Truss "Trusses Qty 'Ply - A0027580 7035 T61 HALF HIP 1 1 ,Job Reference(optional) , guiding Component Supply Green Cove Springs,FL Run:7.600 s Oct 3 2014 Print 7.620 s Apr 30 2015 MiTek Industries,Inc.Thu MnAa�yy 1415:15:0 2015 14 1 • ID:7ReVQfeCpjBOPurX79SRFXzIyoU-ykLbrNOY9ZWs81cf3sWnLIIKI NmMsgGS4B0ozGZDO ' -1-4-012-1-15 44-6 88 0 7$5 . 4x5= Scale=1:28.0 2x4 I I 3x4= 4 5 15 16 17 6 6.00 FIT /i 314% 14 ' 4 3 2 B: NI 61 Limi. 4x10—04A01143) :(I 14) R q 320#/-212# 30# R B3 8 2981/-129# 12-1-15 12-1-10x4 II 3x4 10-1-15 4-7-8 5-2-0 12-7-0 4-7-8 10.6.6f 75-0 USP JUS24 --- li Plate Offsets CX,Y)-- [2:0-2-9,0-1-5],[9:0-4-12,0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/def L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.09 7-8 >909 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.46 Vert(TL) -0.23 7-8 >368 180 BCLL 0.0 • Rep Stress Incr YES WB 0.33 Horz(TL) -0.01 2 n/a n/a IBCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) - Weight:81 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. B2:2x4 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 SLIDER Left 2x4 SP No.3 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=298/Mechanical,2=320/0-3-8 (min.0-1-8),9=456/0-5-8 (min.0-1-8) Max Horz2=135(LC 12) Max Uplift7=-129(LC 9),2=-212(LC 12),9=-230(LC 9) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36,2-3=-243/375,3-14=-133/219,4-14=-132/232,4-5=-143/294,5-15=-156/291,15-16=-156/291,16-17=-156/291, 6-17=-156/291,6-7=-231/249 BOT CHORD 2-9=-278/127,8-9=0/145,5-9=-556/389,7-8=0/44 WEBS 4-9=-155/234,7-9=-56/15,6-9=-299/137 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 C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 4-6-8,Exterior(2)4-6-8 to 8-9-7 zone;porch 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 129 lb uplift at joint 7,212 lb uplift at joint 2 and 230 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. LOAD CASE(S) Standard Job 'Truss Truss Type Qty - Ply A0027581 7035 T62 ROOF SPECIAL Rum. C BOP4rX7t7.620$ pr302015V0TekInd81cf3sn YSZtj41 GS4015Pag 1 Job Reference(optional) , , Buitivp Component Supply, Cove Springs,F2-6-8 L I 5 11-0 12-1-15 Run:7 eV s Oct j 2014 Print RF y r-y Lbr OY9 Industries, W Thu SMn 1 GS4015 G 1 1-4-0 2-6-8 3-4-8 5-9-4 0-10-12 Scale=1:25.6 5x6 5-, 2x4 I I 2x4 II 4x5= 7 6.00 12 4 5 - 1101111 3x4 1111 18 ' Ill 17 T2 . 6 ji! 3 2 T1 �� t ■ _� •B1 U 2 B2 Y bliill■ a 11 110- c3 3x6 I I 2x4 II 4x10= 0-3-8(0-1-8) 0-7-12(C.-1-8) 303#/-1998 544#/-928# YN i B3 9 22t /-70# 2x4 4x1f 1-15 12-1-15 12-1-15 2-6-8 5-2-0 5-11-0 12-7-0 USP JUS24 2-6-8 } 2-7-8 0-9-0 6-8-0 — i Plate Offsets(X,Y)- [2:0-2-13,0-1-5),[4:0-1-8,0-1-4],[10:0-4-12,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.06 8-9 >999 240 MT20 244/190 TCDL 10.0 I Lumber DOL 1.25 BC 0.36 Vert(TL) -0.15 8-9 >507 180 BCLL 0.0 • Rep Stress Incr YES WB 0.10 Horz(TL) -0.00 8 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:83 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. B2:2x4 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 SLIDER Left 2x4 SP No.3 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=228/Mechanical,2=303/0-3-8 (min.0-1-8),10=544/0-7-12 (min.0-1-8) Max Horz2=109(LC 12) Max Uplift8=-70(LC 9),2=-199(LC 12),10=-328(LC 9) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36,2-3=-106/151,3-16=-190/281,4-16=-187/285,4-5=-26/19,5-17=-14/3,17-18=-14/3,6-18=-14/3,6-7=-56/23, 7-8=-62/65 BOT CHORD 2-11=-301/166,10-11=-317/171,9-10=0/130,5-10=-328/241,8-9=0/42 WEBS 4-11=-186/125,4-10=-210/345,8-10=-53/44,6-10=-56/27,6-8=-249/181 NOTES- 1)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 C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 2-6-8,Exterior(2)2-6-8 to 6-9-7, Interior(1)11-8-4 to 12-5-4 zone;porch left 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)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 70 lb uplift at joint 8,199 lb uplift at joint 2 and 328 lb uplift at joint 10. 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 A0027582 7035 T63 I Root Special 1 1 Job Reference(optional) ■ I Bulking Component Supply,Green Cove Springs.FL Run:7.600 s Oct 3 2014 Pint 7.620 s Apr 302015 MITek Industries,Inc Thu 10`2015 Pagel' �1pp 7ReVOfeCpjBOPurX79SRFXz1yoU-Rwu_3j1AwtejmBBrdZ10QWL�U5gkYFzGID7 12-1-15 12-1-15' -1.4-0 2-0-0 8-5-8 11-1-12 12-7-0 I 1-4-0 I 2-0-0 I 4-5-8 I 4-8-4 I 1-5-4 I 2x4 I I Scale'1:24.9 4x10= 4 2x4 II x10= 8.00 12 4 5 3x4 i 17 T2 3 18 U 8 2 T7 w' 11 W RI 12 B2 W5 3x6 2x4 II 4x10= 0-3-8(0-1-8) 0-7-12(0-1-8) • 4 264#/-207# 677W-364# w• 10 9 134/-39# 2x4 II 3x4_ 1l 1-15 12-1-15 12-1-15 'IC 2-0-0 5-8-8 6-5-8 11-1-12 12-0P JUS24 2-0-0 l 3-8-8 0-9_-0 I 4_-8- 1-5-4 Plate Offsets(X,Y)-- [2:0-2-13,0-1-5],[4:0-7-0,0-2-0],[6:0-5-4,0-2-0],[11:0-4-12,0-2-0] _ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.03 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(TL) -0.06 9-10 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.19 Horz(TL) -0.01 8 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:79 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. B2:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-10-6 oc bracing. WEBS 2x4 SP No.3 bracing 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) 8=134/Mechanical,2=264/0-3-8 (min.0-1-8),11=677/0-7-12 (min.0-1-8) Max Horz 2=109(LC 12) Max Uplift8=-39(LC 12),2=-207(LC 12),11=-364(LC 9) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36,2-3=-67/127,3-17=-154/395,4-17=-149/399,4-18=-73/284,5-18=-73/284,5-6=-91/290,6-7=-23/12,7-8=-66/41 BOT CHORD 2-12=483/141,11-12=-405/147,10-11=0/94,5-11=-341/239,9-10=0/16,8-9=-6/21 WEBS 4-12=-218/152,4-11=-450/436,6-9=-16/85,9-11=-21/19,6-11=-324/71 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=oft;Cat.II; Exp C;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 2-0-0,Exterior(2)2-0-0 to 6-2-15, Interior(1)11-1-12 to 12-5-4 zone;porch left 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)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 39 lb uplift at joint 8,207 lb uplift at joint 2 and 364 lb uplift at joint 11. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Truss Truss Qty -Ply 7035 T64 Roof Special Girder 1 1 A0027583 1_ -- Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.600 s Oct 3 2014 Print:7.620 s Apr 30 2015 MiTek Industries,Inc. Thu May 14 15:15.102015 Page 1 ID:7ReVQfeCpjBOPurX79Sf glypU-Rwu_3j1AwtejmBBrdZ10Q1NLhzzshVkggU5gkYFzGZD? 14 2-11-12 8.6.10 14-5-0 0-5-8 0-52-11-12 . 5-6-14 5-10-6 Scale=1:60.4 6.00 12 5 3x4 �: 3x4 4 3 4x5= 4x5= ‘ \ •' CS- 1 I ,1 \ 1/F 111 e.= rr>♦111 B2 875x3 1411A7 � 12 9 13 8 7 14 15 16 6 1411A10043 4x5 NAILED 4x6- 6x6 NAILED NAILED 6x6 - NAILED JUS24 JUS24 Special 14-5-12 NAILED 14-5-12 -0-5-8 2-11-12 8-6-10 14-5-0 USP THD26 0-5-8 2-11-12 5-6-14 5-10-6 _Plate Offsets(X,Y)-- [4:0-1-12,0-1-8],[6 0 3-0,0-4 0] [7:0-3-0,0-4-81[10:0-4-0,0-1-8] 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 0.48 Vert(LL) 0.06 7-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.12 7-9 >999 180 BCLL 0.0 • Rep Stress Incr NO WB 0.67 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:121 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-1 oc puffins, except BOT CHORD 2x6 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-10-6 oc bracing. OTHERS 2x4 SP No.3 WEBS T-Brace: 2x4 SP No.3-5-6,4-6 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) 10=1411/0-5-8 (min.0-1-11),6=1743/Mechanical Max Horz 10=231(LC 21) Max Upliftl0=-431(LC 8),6=-875(LC 8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-10=-1441/463,1-11=-924/290,2-11=-924/290,2-3=-1045/278,3-4=-911/293,4-5=-99/55,5-6=-137/95 BOT CHORD 10-12=-233/58,9-12=-233/58,9-13=-528/947,8-13=-528/947,7-8=-528/947,7-14=-433/881,14-15=-433/881, 15-16=-433/881,6-16=-433/881 WEBS 1-9=-517/1645,2-9=-625/181,2-7=-80/116,4-7=-448/1071,4-6=-1356/666 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 C;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,with BCDL=10.0psf. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 431 lb uplift at joint 10 and 875 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)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 6-7-4 from the left end to 8-7-4 to connect truss(es)T60(1 ply 2x4 SP),T59(1 ply 2x4 SP)to back face of bottom chord. 9)Fill all nail holes where hanger is in contact with lumber. 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)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)328 lb down and 185 lb up at 14-7-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 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 Truss Type Qty A0027583 7035 164 Roof Special Girder ',1 1 Job Reference(optional) Building Component Supply,Green Cove Springs,Ft_ Run:7.600 s Oct 3 2014 Print 7.620 s Apr 30 2015 MiTek Industries,Inc.Thu May 14 15:15:10'2015 Page 2' I D:7ReVQfeCpjBOPurX79SRFXzIyoU-Rwu_3j 1 AwlejmBBrdZ10QWLhzzshVkggUSgkYFzG D? LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-5=-60,6-10=-20 Concentrated Loads(lb) Vert:6=-328(B)8=-334(B)9=-208(B)7=-334(B)12=-114(B)13=-278(B)14=-136(B)16=-291(B) ITob Truss 'Truss Type Qty Ply - - A0027584 7035 T65 Roof Special 1 1 1 Job Reference(optional) ._Building Component Supply,Green Cove Springs,FL Run:7.600 s Oct 3 2014 Print:7 620 s Apr 30 2015 MiTek Industries.Inc. Thu May 14 15:15:7 2015 Page 1` 15- „.i ID:7ReVQfeCpjBOPurX79SRFy cqj?I-Rwu_3j1AwtejmBBrdZ10QWLhXzn2VrRgU5gkYFzGZD? 4-11-12 9-6-10 14-5-0 0-5-8 4-11-12 4-6-14 4-10-6 2x4 Scale=1:59.3 6.00 12 4 3x4 10 3 v 3x4= 4x5= 1 T IMI■1 i■rr \ L o_1_ :S \._., �r yam ) 6 11 12 7 643#!-248# 3x6= 3x4 z 15-5-12 U1b 33US24 4-11-12 I 14-5-0 4-11-12 9-5-4 LOADING(psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.34 5-6 >501 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.69 5-6 >245 180 BCLL 0.0 * Rep Stress Ina YES WB 0.24 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:108 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 2-2-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 4-5 T-Brace: 2x4 SP No.3-3-5 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) 7=565/0-5-8 (min.0-1-8),5=565/Mechanical Max Horz 7=190(LC 12) Max Uplift7=-88(LC 8),5=-248(LC 12) Max Grav7=565(LC 1),5=643(LC 17) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-7=-560/106,1-8=-410/5,8-9=-410/5,2-9=-410/5,2-3=-524/70,3-10=-85/0,4-10=-65/44,4-5=-114/126 BOT CHORD 6-7=-227/104,6-11=-154/265,11-12=-154/265,5-12=-154/265 WEBS 1-6=0/600,2-6=-467/191,3-6=-116/356,3-5=-467/286 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 C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 14-3-4 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,with BCDL=10.0psf. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 88 lb uplift at joint 7 and 248 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)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 - A0027585 7035 T66 Roof Special 1 1 Job Reference(optional) J Buiding Component Supply,Green Cove Springs,FL Run:7.600 s Oct 3 2014 Print 7.620 s Apr 302015 MiTek Industries,Inc. Thu May 14 15:15:11 2015 Page 1 16rSti12 611-12 ID:7ReVQfeCp1 fX79SRFXz�) SMG32ohAmaOLm2AHYFykupVNDmEHszjIZHShzGZD_ 088' 6-11-12 I 7-5.4 I 2x4 I I Scale=1:59.3 6.00 W 3 9� 3x4= 4x5= r 1 • N . - I o q 61 10 =a 11 603#/-232# 5 4 6 3x4= 3x4 16-5-12 USP JUS24 -MI 6-11-12 14-5-0 0t58 6-11-12 I 7-5-4 Plate Offsets(X,Y)— [2:0-2-8,0-2-4],[3:0-1-12,0-1-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.08 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.20 4-5 >845 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.29 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:103 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 3-4 T-Brace: 2x4 SP No.3-2-4 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. J REACTIONS. (lb/size) 6=565/0-5-8 (min.0-1-8),4=565Rv1eChanical Max Horz6=149(LC 12) Max Uplift6=-133(LC 8),4=-232(LC 12) Max Grav6=603(LC 18),4=603(LC 17) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-6=-509/157,1-7=-383/24,7-8=-383/24,2-8=-383/24,2-9=-117/30,3-9=-94/78,3-4=-198/197 BOT CHORD 6-10=-186/89,5-10=-186/89,5-11=-181/412,4-11=-181/412 WEBS 1-5=-19/495,2-5=-159/101,2-4=-520/226 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 C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 14-3-4 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,with BCDL=10.0psf. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 133 lb uplift at joint 6 and 232 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. 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 A0027586 7035 767 Roof Special 1 1 ID:7ReV Job Reference(optional) Building Component Supply,Green Cove Springs,FL 7.6b0 s Oct 3 2014 Print:7.620 s Apr 30 2015 MiTek Industries,Inc. Thu May 14 15:15:1f 2015 Page 1' 17 QfeCpjBOPurX79SRFX;yt p6SMG32ohAmaOLm2AHYFykutRNANEH6zjIZH5hzGZD_ 4-7-10 8-11-12 14-5-0 0-5-8 4-7-10 4-4-2 5-5-4 6.00 12 2x4 Scale=1:59.3 4 j if 2x4 II 4x5 10 T2/ I 1 3x4= 8 9 I\ 0 n d 2 11 12 13 626#/-212# a g' 6 5 T;'# 3x4= 3x4 17-5-12 UiP1zUS24 -0-5-8 8-11-12 14-5-0 0-5-8 8-11-12 5-5-4 I X,Y-- Plate Offsets ( > [7:0-1-8,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.22 6-7 >785 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.46 6-7 >369 180 BCLL 0.0 * Rep Stress Incr YES WB 0.28 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:115 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 4-5 T-Brace: 2x4 SP No.3-2-7,3-5 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. i REACTIONS. (lb/size) 7=565/0-5-8 (min.0-1-8),5=565/Mechanical Max Horz 7=108(LC 12) Max Uplift7=-171(LC 8),5=-212(LC 12) Max Grav7=604(LC 18),5=626(LC 17) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-7=-115/90,1-8=-16/0,8-9=-16/0,2-9=-16/0,2-3=-336/24,3-10=-88/21,4-10=-75/61,4-5=-148/154 BOT CHORD 7-11=-181/269,11-12=-181/269,6-12=-181/269,6-13=-122/342,5-13=-122/342 WEBS 2-7=-453/153,2-6=0/165,3-6=-9/226,3-5=-564/197 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 C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 14-3-4 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,with BCDL=10.0psf. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 171 lb uplift at joint 7 and 212 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)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 A0027587 7035 768 Roof Special 1 1 Job Reference(Opti0nal) • • Building Component Supply.Green Cove Springs,FL Run:7.600 s Oct 3 2014 Print 7.620 s Apr 30 2015'Arra Industries,Inc.Thu May 1415:15:112015 PaQe 1• 1 ID:7ReVQfeCpjBOPurX79SRF)gIio{j`v6SMG320hAmaOLm2AHYFylwtCN9gEEvzjIZH5hzGZl7 5.7-10 10-11-12 145.0 05:8 5-7-10 I 5-4-2 I 3-5-4 MI 2x4 11 Scale-1:59.3 4 3x4= 2x4 11 4x5= 0004 1 2 �Y . - \ 11,\ _ r u' o t, t 1 1 bi' = :,, - o 6.:- 10 11 12 628#/-193# 6 T8>7 3x8= 5 3x4 18-5-12 18-5-12 -0-5-8 5-7-10 10-11-12 I 14 1SP JUS24 0-5-8 5-7-10 5-4-2 3-5-4 LOADING(psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.25 5-6 >691 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.49 5-6 >345 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.48 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2010ITPI2007 (Matrix-M) Weight:122 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 1-7,4-5 T-Brace: 2x4 SP No.3-3-5 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) 7=565/0-5-8 (min.0-1-8),5=565/Mechanical Max Horz7=67(LC 12) Max Uplift7=-202(LC 8),5=-193(LC 9) Max Grav7=618(LC 18),5=628(LC 17) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-7=-543/216,1-8=-295/83,8-9=-295/83,2-9=-295/83,2-3=-295/83,3-4=-59/32,4-5=-85/98 BOT CHORD 7-10=-102/38,6-10=-102/38,6-11=-92/175,11-12=-92/175,5-12=-92/175 WEBS 1-6=-143/517,2-6=-379/279,3-6=-90/225,3-5=-439/246 NOTES- 1)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=oft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 14-3-4 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,with BCDL=10.0psf. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 202 lb uplift at joint 7 and 193 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)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard 703 Truss - Truss Type •Qty •Ply A00275881 7035 769 Roof Special 1 1 Job Reference(op_tionA_ i ■ Building Component Supply.Green Cove Springs,FL Run:7.600 s Oct 3 2014 Print:7 620 s Apr 30 2015 MiTek Industries,Inc.Thu May 14 15:15:112015 Page 1' 1 ID:7ReVQfeCpjBOPurX79SRF)y kIIv6SMG32ohAmaOLm2AHYFykur5NCOEFPzjIZH5hzGZD_ 6-5-14 12-11-12 14-5-0 0-5-8 6-5-14 6-5-14 1-5-4 6.00 122x4 Scale=1:60.6 3x4-- 2x4 I 4x5— 4 1 8 9 2 31r* I — :T1 — Vi\ 1 . / j Y c •7 0 d Id, 1 8�453F 11 6 12 6 #5217# 8 7 3x8_ 3x5 19-5-12 Ug05JoS24 -0751-6 ___ _ 6-5-14 12-11-12 14-5-0 0-5-8 6-5-14 6-5-14 -- -i 1-5-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.15 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.31 5-6 >553 180 BCLL 0.0 • Rep Stress Incr YES WB 0.39 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:130 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 1-7,4-5 T-Brace: 2x4 SP No.3-2-6,3-5 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) 7=565/0-5-8 (min.0-1-8),5=565/Mechanical Max Horz 7=26(LC 12) Max Uplift7=-225(LC 8),5=-217(LC 9) Max Grav7=624(LC 18),5=625(LC 17) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-7=-516/247,1-8=-273/98,8-9=-273/98,2-9=-273/98,2-10=-273/98,3-10=-273/98,3-4=-45/13,4-5=-34/20 BOT CHORD 7-11=-41/18,6-11=-41/18,6-12=-38/77,12-13=-38/77,5-13=-38/77 WEBS 1-6=-165/465,2-6=-451/328,3-6=-129/338,3-5=-522/283 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 C;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 14-3-4 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,with BCDL=10.Opsf. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 225 lb uplift at joint 7 and 217 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)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard Sob._ Truss —Truss Type _ Qty . ll A0027571 7035 T70 Flat 1 1 Boding Component i - - I - -------- -. _ Job Reference(optionald _ i . ng p Supply,Green Cove Springs,FL Run:7.600 s Oct 3 2014 Print:7 620 s Apr 30 2015 MiTek Industries,Inc.Thu May 14 15:15:122015 Page 1 2 0 ID:7ReVQfeCpjBOPurX79S1W z(toU-NJOkTP3RSUuQ?VLEk_3UVxR_mnZ6zh17yPJrc7zGZCz 7-2-8 14-5-0_ - 0.518 7-2-8 7-2-8 3x4= 2x4 3x4= Scale=1:61.3 1 7 8 2 9 10 3 ii ti I 1 /I a 11 5 12 630114235# 6 3x8= 2x4 20-5-12 UMI5:71.1524 -0-58 7-2-8 1 14-5-0 0-5-8 7-2-8 —__ ' 7-2-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.09 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -0.18 5-6 >938 180 BCLL 0.0 * Rep Stress Incr YES WB 0.49 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight:123 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 1-6,3-4 T-Brace: 2x4 SP No.3-2-5 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) 6=565/0-5-8 (min.0-1-8),4=565/Mechanical Max Uplift6=-235(LC 8),4=-235(LC 9) Max Grav6=630(LC 17),4=630(LC 17) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-6=-506/262,1-7=-252/100,7-8=-252/100,2-8=-252/100,2-9=-252/100,9-10=-252/100,3-10=-252/100,3-4=-506/262 BOT CHORD 6-11=-3/9,5-11=-3/9,5-12=-3/9,4-12=-3/9 WEBS 1-5=-169/424,2-5=-506/365,3-5=-169/424 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 C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 14-3-4 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,with BCDL=10.0psf. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 235 lb uplift at joint 6 and 235 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. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard "J b 'Truss Truss Type QV P>I 400¢75901 7035 m ROOF TRUSS 1 2 Job Reference(optional) Page I4 Bulking Component Supply,Green Cove Springs,FL ID:7ReVOfeCpjBOPurX79SRFXzI o'oUU-30 2015 MiTek Industries,NJ0kTP3RSUu k�Vuz 15:15:12'2015 7zGZCz 1.4-60.7-5 4-0-0 7-9-8 11-4-0 15-2-12 18-11-8 22-11-8 1-4-0 I 4-0-0 3-9-8 I 3-8-8 I 3-10-12 l 3-8-10 I 4-0-2 Scale=1:40.1 NAILED SpeCial 3.00 W 4x10= NAI D 5x1 4x5= 2x4 I I 4x5= 5x6= ei Z0 5 6 7 8 lll;11T1∎41: T3 i1 - Ii .—iii • .13 - NE — r.. 15 21 14 13 12 11 10 9 3x5—_ 2x4 II NAILED 4x10= 5x10 t1AT2OHS_ 4x10= 5x6 -- 3x4 II SPeci 0-5-8(0-1-8) ai THD26 4x5= 0-5-8(0-1-8) 1475#/-304# 1084#/-253# 10-1-5 10-1-5 l 4-0-0 7-9-8 11-4-0 15-2-12 18-11-6 22-11-8 _ . 4-0-0 3-9-8 3-6-8 3-10-12 3-8-10 4-0-2 Plate Offsets(X,Y)-- [2:0-5-3 0.0-5] [3:0-7-4,0-2-0],[4:0-4-10,0-1-0],[8:0-3-0,0-2-0],[10:0-3-0,0-2-0] [11:0-1-8,0-2-0],[14:0-4-12,0-2-0 - LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.55 Vert(LL) -0.36 13 >756 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.79 Vert(TL) -0.76 13 >361 240 MT2OHS 187/143 BCLL 0.0 * Rep Stress Inc( NO WB 0.80 Horz(TL) 0.06 9 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Wind(LL) 0.22 13 >999 240 Weight:244 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-7 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) 9=1084/0-5-8 (min.0-1-8),2=1426/0-5-8 (min.0-1-8) Max Horz 2=39(LC 4) Max Uplift9=-253(LC 5),2=-304(LC 4) Max Grav9=1084(LC 1),2=1475(LG2) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/22,2-3=-4389/744,3-19=-7166/1175,4-19=-7169/1176,4-20=-7411/1411,5-20=-7413/1410,5-6=-5759/1235, 6-7=-5759/1235,7-8=-3513/796,8-9=-955/239 BOT CHORD 2-15=-724/4230,15-21=-716/4239,14-21=-716/4239,13-14=-1221/7266,12-13=-1409/7409,11-12=-1409/7409, 10-11=-796/3513,9-10=-65/259 WEBS 3-15=0/148,3-14=-512/3118,4-14=-541/175,4-13=-436/748,5-13=-163/189,5-11=-1700/321,6-11=-246/111, 7-11=-454/2394,7-10=-811/224,8-10=-753/3352 I 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 0-3-0 oc,Except member 14-3 2x4-1 row at 0-9-0 oc,member 14-4 2x4-1 row at 0-9-0 oc, member 4-14 2x4-1 row at 0-9-0 oc,member 13-4 2x4-1 row at 0-9-0 oc,member 5-13 2x4-1 row at 0-9-0 oc,member 11-5 2x4-1 row at 0-9-0 oc,member 6-11 2x4-1 row at 0-9-0 oc,member 11-7 2x4-1 row at 0-9-0 oc,member 7-10 2x4-1 row at 0-9-0 oc, member 10-8 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;Vuit=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;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 nonconcurrent with any other live loads. 8)'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. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 253 lb uplift at joint 9 and 304 lb uplift at joint 2. 10)Load case(s)1,2,12 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)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent at 7-9-4 from the left end to connect truss(es)T76 (1 ply 2x6 SP)to back face of bottom chord. 13)Fill all nail holes where hanger is in contact with lumber. Continued on page 2 Job Truss Type Qty Ply • A0027590 [7035 171 ROOF TRUSS 1 2 (optional) Job Reference Buildng Component Supply,Green Cove Springs,FL Run:7.600 s Oct 3 2014 Print:7.620 s Apr 30 2015 MiTek Industries,Inc. Thu May 14 15:15:172015 Page 2 ID:7ReVQfeCpjBOPurX79SRFXzlyoU-NJ0kTP3RSUuQ?VLEk 3UVxR0PnVuzcC7yPJrc7zGZCz NOTES- 14)"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. 15)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)120 lb down and 34 lb up at 7-11-4 on top chord,and 1 lb down at 0-0-0, and 83 lb down at 4-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-67,3-8=-67,9-16=-13 Concentrated Loads(Ib) Vert:3=-32(B)4=-120 15=-54(B)14=-322(B)16=-1(F)19=-32(B)21=-32(B) 2)Dead+0.75 Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-53,3-8=-53,9-16=-13 Concentrated Loads(Ib) Vert:3=-30(B)4=-100 15=-52(B)14=-679(B)16=-1(F)19=-30(B)21=-30(B) 12)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-3=-13,3-8=-13,9-16=-13 Concentrated Loads(Ib) Vert:3=-24(B)4=-40 15=-44(B)14=-768(B)16=-1(F)19=-24(B)21=-24(B) Roof - - - ------ - -- ---- --._ _ i 7� Truss TrussT Ofy Ply A0027591I 7035 172 1 1 JI Job Reference(optional) ' ` - _ -- Run:7.600 s Oct 3 2014 Print:7.620 s Apr 30 2015 MiTek Industries,Inc Thu May 14 15:15:13 2015 Page 1 Building Component Supply,Green Cove Springs,FL XZ - - --- - 2tC•��6ZzGZCy -1-4-60-1-0 3-4-0 4-0-15 5-4-0 7-9-8 11-4-0 15-2-12--- 18-11-6 -- 2-11-8 ID:7ReVOfeCpjBOPurX79SRF IyoU-rVa6hk43Do0HdfwOlhaj28z6sBs_t - 1-4-0 3-4-0 0-8-15 1-3-1 2-5-8 - 3-6-8 3-10-12 3-8-10 4.0-2 Scale=1:40.1 5x10 MT2OHS-1-- 3.00 12 5x10 MT2OHS= 3 16 4 11 4x5= 5x6 - 5x6= 5x6= %� W3 LJ 21 T3 8 4 22 8 �? q w L II l o 2 31 = L1r a ' - i• 82 ∎ - .. - - : ` ' 15 14 13 12 11 10 9 3x8 3x5= 2x4 I I 3x12 M18SHS 5x8 5x6 2x4 I 0-5-6(0-1.8) 4x5 0-5-8(0-1-8) 976#/-213# 906#/-223# 10-1-5 10-1-5 3-4-0 4-0-15 5-4-0 I _ 11-4-0 15-2-12 18-11-6 _ 22-11-8 8 3-4-0 0- -15 1-3-1 6-0-0 3-10-12 3-8-10 4-0-2 Plate Offsets(X,Y)-- [2:0-0-0,0-0-11],[3:0-4-0,0-1-15],[4:0-4-4,0-2-12] [6:0-3-0,0-3-0],[7:0-3-0,0-2-4],[8:0-3-0,0-2-4],[9:0-1-12 0-1-0],[10:0-3-0,0-2-4],[11:0-4-0,0-2-0] LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.89 Vert(LL) -0.56 11-13 >491 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.73 Vert(TL) -1.01 11-13 >272 240 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 0.77 Horz(TL) 0.10 9 n/a n/a M18SHS 244/190 BCDL 10.0 I Code FBC2010/TPI2007 (Matrix-M) Wind(LL) 0.33 11-13 >826 240 Weight:106 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-2 oc puffins, except BOT CHORD 2x4 SP SS end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 6-7-13 oc bracing. W6,W8:2x4 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=906/0-5-8 (min.0-1-8),2=976/0-5-8 (min.0-1-8) Max Horz2=52(LC 8) Max Uplift9=-223(LC 9),2=-213(LC 8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/22,2-20=-2563/460,3-20=-2514/466,4-21=-486911032,5-21=-4869/1032,5-6=-4315/993,6-7=-4329/999, 7-22=-2770/666,8-22=-2770/666,8-9=-851/226 BOT CHORD 2-15=-464/2456,14-15=-852/4356,13-14=-853/4346,12-13=-1032/4869,11-12=-1032/4869,10-11=-666/2770, 9-10=-34/131 WEBS 4-13=-216/658,5-13=-143/90,5-11=-574/177,6-11=-245/109,7-11=-346/1619,7-10=-684/205,8-10=-654/2733, 4-14=0/84,4-16=0/0,3-15=-138/826,3-4=-2488/470,4-15=-2084/441 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.Il; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-7 to 1-7-9,Interior(1)1-7-9 to 22-9-12 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)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 223 lb uplift at joint 9 and 213 lb uplift at joint 2. 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)120 lb down and 38 lb up at 7-7-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-67,4-8=-67,9-17=-13 Concentrated Loads(lb) Vert:4=-120 Job Truss I Truss Type I Oty -Ply 1 A0027592 0 1 5 Roof Special 1 1 7035 173 Job Reference(optional) ' Bulking Component Supply,Green Cove Springs,FL Run:7.600 s Oct 3 2014 Print 7 620 s Apr 30 2015 MiTek Industries,Inc. Thu May 14 15:15:13`2015 Page 1 ID:7ReVOfeCpjBOPurX79SRFXzlyoU-rVa6hk43Do0Hdfwolhaj28z44Br5i 1 eC43n8ZzGZCy 1 4b 4-015 6 8-0__ 7-9 8 . 11-4 0- 15-2-12 18-11-66 22-11-8__ I 1-4-0 I 4-0-15 i 2-7-1 1-1-8 3-6-8 3-10-12 3-8-10 4-0-2 Scale=1:40.8 Special 300 pi 3x4 3x4 I 3x4= 4 T24 4x5 - 2x4 iI 5x6 5x6-- 3 i� : 4x10= 22 7 8 9 23 10 _ 21 � T3 ._ -- _ • 4■ :CM ' T; Q N u - -� •- -16 15 14 13 12 i� 11 3x8= 3x4= 3x4 II 3x12 M18SHS 5x8= 5x6= 3x4 I 0-5-8(0-1-8) 4x5 0-5-8(0-1-8) 1086#/-254# 950#/-234# 10-1-5 10-1-5 4-0-15 11-4-0 15-2-12 18-11-6 22-11-8 4-0-15 7-3-1 3-10-12 - 3-8-10 4-0-2 Plate Offsets(X,Y)— [2:0-0-0,0-0-11],[6:0-4-8,0-2 0],[9.0-3-0,0-2-0],[10:0-3-0,0-2-0],[12:0-3-0,0-2-0],[13:0-2-8,0-1-12] - LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 1.00 Vert(LL) -0.59 15 >465 360 MT20 244/190 TCDL 10.0 • Lumber DOL 1.00 BC 0.79 Vert(TL) -1.03 13-15 >265 240 M18SHS 244/190 BCLL 0.0 * Rep Stress lncr NO WB 0.85 Horz(TL) 0.11 11 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Wind(LL) 0.34 13-15 >809 240 Weight:110 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. T3:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-2-6 oc bracing. BOT CHORD 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 W4,W7,W9:2x4 SP No.2 Installation guide. J REACTIONS. (lb/size) 11=950/0-5-8 (min.0-1-8),2=1086/0-5-8 (min.0-1-8) Max Horz 2=87(LC 12) Max Uplift11=-234(LC 9),2=-254(LC 8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/22,2-21=-2735/553,3-21=-2685/557,3-4=-546/112,4-5=-522/117,6-16=0/101,5-6=-195/67,6-22=-5336/1187, 7-22=-5336/1187,7-8=-4647/1078,8-9=-4647/1078,9-23=-2926/705,10-23=-2926/705,10-11=-894/237 BOT CHORD 2-17=-594/2605,16-17=-1020/4553,15-16=-1116/4949,14-15=-1187/5336,13-14=-1187/5336,12-13=-705/2926, 11-12=-35/138 WEBS 3-17=-85/551,3-6=-2085/450,6-17=-2030/447,6-15=-189/575,7-15=-130/94,7-13=-713/245,8-13=-244/109, 9-13=-389/1787,9-12=-728/216,10-12=-694/2888 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 C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-7 to 1-7-9,Interior(1)1-7-9 to 22-9-12 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)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 234 lb uplift at joint 11 and 254 lb uplift at joint 2. 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)127 lb down and 38 lb up at 7-7-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-4=-67,4-5=-67,6-10=-67,11-18=-13 Concentrated Loads(lb) Vert:5=-120 Job Truss Truss Type ----- -—_- 'City 'Ply- -- - - A0027593 7035 774 HALF HIP 1 'Job Reference(optional) Buldsp Component Supply,Green Cove Springs,FL Run 7.600 s Oct 3 2014 Print:7.620 s Apr 30 2015 MiTek Industries.Inc.Thu May 14 15:15:14'2015 Page 1 �r� ID:7ReVQf eCpjBOPurX79SRFXzIyoU-Jh8Uu44h_588FoVcsPSyaMWGDaBKRVo ngOzGZCx 140 1-5 4-0-15 7-9-8 11-4-0 15-4-8 __ 19-1-2 _. 22-11-8 I 1-4-0 4015 i 3.8-9 l 3-6-8 4-0-8 3-8-10 3-10-6 Scale=1:41.5 Sal 3.00 ri1 3x, I I 3x5 - 4x5= 2x4 II 4x5= 5x8= 21 3 j 5x8= 22 6 7 8 23 9 11 I 20 1 ire �u MI. .1 �, 2 tin $MI�, s 16 15 14 13 12 11 10 3x8= 3x4= 3x4 I I 3x12 M18SHS- 4x10= 5x6= 3x4 II 0.5.6(0-1-8) 4x5 0-5-8(0-1-8) 1084#/-248# 950#/-235# 10-1-5 10-1-5 4-0-15 7-9-8 11-4-0 15-4-8 19-1-2 22-11-8 4-0-15 3-8-9 } 3-6-8 4-0-8 _ _ 3-8-10 I 3-10-6 Plate Offsets(X,Y) [2:0-0-0,0-0-11],[5:0-2-12,0 3-0],[8:0 2 0,0-2-0] [9:0-3-0,0-2-0],[11:0-3-0,0-2-0],[12:0 2-8,0-2-0] LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 1 Plate Grip DOL 1.00 TC 0.91 Vert(LL) -0.59 14 >465 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.79 Vert(TL) -1.03 14 >265 240 M18SHS 244/190 BCLL 0.0 • Rep Stress Incr NO WB 0.79 Horz(TL) 0.11 10 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Wind(LL) 0.34 14 >810 240 Weight:111 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 1-11-14 oc purlins, T2:2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP SS BOT CHORD Rigid ceiling directly applied or 5-10-9 oc bracing. WEBS 2x4 SP No.3*Except* MiTek recommends that Stabilizers and required cross bracing W4,W5,W8:2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10=950/0-5-8 (min.0-1-8),2=1084/0-5-8 (min.0-1-8) Max Horz 2=101(LC 12) Max Upliftl0=-235(LC 9),2=-248(LC 8) FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/22,2-20=-2753/658,20-21=-2705/660,3-21=-2704/664,3-4=-422/82,5-15=0/102,4-5=-191/81,5-22=-5338/1321, 6-22=-5338/1321,6-7=-4612/1104,7-8=-4612/1104,8-23=-2836/686,9-23=-2836/686,9-10=-895/237 BOT CHORD 2-16=-723/2624,15-16=-1194/4590,14-15=-1291/4952,13-14=-1321/5338,12-13=-1321/5338,11-12=-686/2836, 10-11=-34/131 WEBS 3-16=-91/538,3-5=-2232/591,5-16=-2048/491,5-14=-196/634,6-14=-145/96,6-12=-749/248,7-12=-254/113, 8-12=-444/1845,8-11=-736/217,9-11=-677/2809 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=oft;Cat.II; Exp C;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 22-9-12 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)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 235 lb uplift at joint 10 and 248 lb uplift at joint 2. 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)127 lb down and 38 lb up at 7-7-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-4=-67,5-9=-67,10-17=-13 Concentrated Loads(Ib) Vert:4=-120 Job I rn,ss truss Type QV �P yl- 1 A0027594 7035 T75 HALF HIP 1 1 Job Reference(optional) • Building Component Supply.Green Cove Springs,FL Run:7.600 s Oct 3 2014 Print 7.620 s Apr 30 2015 MiTek Industries,Inc.Thu May 14 1515:142015 Page 1 I D:7ReVOfeCpjB OPurX79SRFXzlyoU-Jh8Uu44h_588 FoVcsP5yaM WGDaBKRVogpiegOzGZCx 1.4-0-1-5 - 4-0-15 ___- 7-9-8 11-4-0 15-4-8 _ 19-1-2 22-11-8 1-4-0 I 4-0-15 3-8-9 I 3-6-8 4-0-8 3-8-10 3-10-6 Scale=1:41.5 SPedal 3.00;12 3x II 3x5 j_� 4x5= 2x4 4x5 5x6-_ 21 _� 5x8= 22 6 7 8 23 9 T1 - T2 20 M+ q N y�� W7- W6'-.W6 WB-- �.W6 �� j MI 16 15 14 13 12 11 10 3x8 - 3x4= 3x4 II 3x12 M18SHS 4x10= 5x6 3x4 ,I 0-5-8(0-1-8) 4x5 0-5-8(0-1-8) 10844/-2484 950#/-235# 10-1-5 10-1-5 4-0-15 7-9-8 11-4-0 __ 15-4-8 19-1-2 22-11-8 . • 4-0-15 3-8-9 3-6-8 4-0-8 3-8-10 3-10-6 Plate Offsets(X,Y)- [2:0-0-0,0-0-11],[5:0-2-12,0-3-0],[8:0-2-0,0-2-0],[9:0-3-0,0-2-0],[11:0-3-0,0-2-0],[12:0-2-8,0-2-0] LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.91 Vert(LL) -0.59 14 >465 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.79 Vert(TL) -1.03 14 >265 240 M18SHS 244/190 BCLL 0.0 * Rep Stress Ina NO WB 0.79 Horz(TL) 0.11 10 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Wind(LL) 0.34 14 >810 240 Weight:111 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 1-11-14 oc purlins, T2:2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP SS BOT CHORD Rigid ceiling directly applied or 5-10-9 oc bracing. WEBS 2x4 SP No.3*Except* MiTek recommends that Stabilizers and required cross bracing W4,W5,W8:2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10=950/0-5-8 (min.0-1-8),2=1084/0-5-8 (min.0-1-8) Max Horz2=101(LC 12) Max Upliftl0=-235(LC 9),2=-248(LC 8) FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/22,2-20=-2753/658,20-21=-2705/660,3-21=-2704/664,3-4=-422/82,5-15=0/102,4-5=-191/81,5-22=-5338/1321, 6-22=-5338/1321,6-7=-4612/1104,7-8=4612/1104,8-23=-2836/686,9-23=-2836/686,9-10=-895/237 BOT CHORD 2-16=-723/2624,15-16=-1194/4590,14-15=-1291/4952,13-14=-1321/5338,12-13=-1321/5338,11-12=-686/2836, 10-11=-34/131 WEBS 3-16=-91/538,3-5=-2232/591,5-16=-2048/491,5-14=-196/634,6-14=-145/96,6-12=-749/248,7-12=-254/113, 8-12=-444/1845,8-11=-736/217,9-11=-677/2809 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 C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 22-9-12 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)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 235 lb uplift at joint 10 and 248 lb uplift at joint 2. 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)127 lb down and 38 lb up at 7-7-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-4=-67,5-9=-67,10-17=-13 Concentrated Loads(Ib) Vert:4=-120 Job (Truss Truss Type y A0027595 17035 176 JACK-OPEN GIRDER I 1 1 Job Reference(optionn --- Buiding Component Supply,Green Cove Springs, m gs,FL Run:7.600 s Oct 3 2014 Pt 7.620 s Apr 30 2015 MTek Industries,Inc.Thu May 1415:15:14§015 PNe 1 1 10 10-15 ID:7ReVQfeCpjB�OrX79SRFXzlyoU-Jh8Uu44h 588FoVcsP5yaMWJ4aB QPjoygOzGZCx 1-4-0 I - - 4-0-0 -- -- Scale=1:10.0 3 _ 3.00 I 12 . 2 1 1011100-4111111A 6x6= THD46 4 777#/-28# 2x4 ll 0-510(Od8) 10-1-5 40-0 -----USP-THD26-2 673#/-87# 4-0-0 Plate Offsets(X,Y)- [2:0-5-3.0-1-9] LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.04 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.78 Vert(TL) -0.07 4-7 >652 180 BCLL 0.0 * Rep Stress lncr NO WB 0.00 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:19 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except BOT CHORD 2x6 SP SS end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-5-4 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=331/Mechanical,2=363/0-5-8 (min.0-1-8) Max Horz 2=44(LC 4) Max Uplift4=-28(LC 4),2=-87(LC 4) Max Grav4=777(LC 12),2=673(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/13,2-3=-655/23,3-4=-104/29 BOT CHORD 2-8=-2/861,4-8=0/0 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 C;Enc.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)Concentrated loads from layout are not present in Load Case(s):#3 Dead+Uninhabitable Attic Without Storage;#4 Dead+0.6 MWFRS Wind(Pos.Internal)Left;#5 Dead+0.6 MWFRS Wind(Pos.Internal)Right;#6 Dead+0.6 MWFRS Wind(Neg.Internal)Left;#7 Dead +0.6 MWFRS Wind(Neg.Internal)Right;#8 Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel;#9 Dead+0.6 MWFRS Wind(Pos. Internal)2nd Parallel;#10 Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel;#11 Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel;#16 Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left);#17 Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right);#18 Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel);#19 Dead+0.75 Roof Live (bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel). 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 28 lb uplift at joint 4 and 87 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)Use USP THD46(With 16d nails into Girder&10d nails into Truss)or equivalent at 2-1-12 from the left end to connect truss(es)FT03(1 ply 2x4 SP)to back face of bottom chord. 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=-40,4-5=-13 Continued on page 2 Job Truss TniiType Qty Ply A00275951 7035 176 JACK-OPEN GIRDER 1 1 Job Reference(optional) a Bulking Component Supply,Green Cove Springs,FL Run:7.600 s Oct 3 2014 Print 7.620 s Apr 30 2015 MiTek Industries,Inc.Thu May 1415:15:14 2015 Page 2 I D:7ReVQ f eC pj B O Pu rX 79 S R F Xz l yo U-J h 8 U u44 h_588 FoVcsP 5yaM WJ4aBURhAQ PJoygOzGZCx LOAD CASE(S) Standard Concentrated Loads(lb) Vert:8=-434(B) `Truss Truss Type Ot Ply A0027596 7035 1177 ROOFSPECIALGIRDER 4 2 Budding Component Supply,Green Job Reference(optional) ' siq pone een Cove Springs,FL Run:7.600 s Oct 3 2014 Print 7 620 s Apr 30 2015 MTek Industries,Inc.Thu May 14 15:15:14b315 Page 1 1015 ID:7ReVOfeCpjBOPurX79SRFXzIyoU-Jh8Uu44h_588FoVcsP5yaMWSkaF4l♦ it(PjoygOzGZCx -1� -- 1-0-12 3-5-2 6-1-0 1-4-0 1-0-12 2-4-6 2-7-14 Scale=1:14.1 0.25 12 SPecial 3x5 3x5= 3.00 fir 4x10= 12 4 5 Jr. T2 -- --- 2 r- ' �W2 W4 a1 T1 — �1 — 81 8 3x5— 7 3x5— ill 581#/-163# 2x4 3x4 0-5-8(0-1-8) USP THD26-2 1365#/-412# 10-1-5 10-1-5 1-0-12 I 35-2 I 6-1-0 1-0-12 2-4-6 2-7-14 Plate Offsets(X,Y)— [3:0-5-0,0-1-8],[5:0-2-4,0-1-8],[8:0-2-4,071i-8] LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.17 Vert(LL) -0.02 7-8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.55 Vert(TL) -0.04 7-8 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.40 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Wind(LL) 0.02 7-8 >999 240 Weight:56 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. W1:2x6 SP No.2 REACTIONS. (lb/size) 6=581/Mechanical,2=1365/0-5-8 (min.0-1-8) Max Horz 2=46(LC 8) Max Uplift6=-163(LC 9),2=-412(LC 8) FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32,2-3=-2321/1065,3-8=-581/310,3-12=-2187/1016,4-12=-2181/1017,4-5=-1607/732,5-6=-546/276 BOT CHORD 2-8=-1022/2182,7-8=-734/1605,6-7=0/0 WEBS 4-7=-349/212,5-7=-762/1667,4-8=-325/603 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)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 C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-3-8,Interior(1)1-3-8 to 5-11-4 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)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 163 lb uplift at joint 6 and 412 lb uplift at joint 2. 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)1100 lb down and 549 lb up at 1-3-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-100,3-5=-100,6-9=-20 Concentrated Loads(Ib) Vert:3=-1100 Job Truss Truss Type Qty Ply • A0027597' 7035 T78 ROOF SPECiAL 6 1 Job Reference(optional) , >, Buidrp Component Supply.Green Cove Springs,FL Run-7.600 s Oct 3 2014 Print:7.620 s Apr 30 2015 MiTek Industries,Inc Thu May 14 15:15:W2015 Page 1 10-1-5 ID:7ReVQfeCpjBOPurX79SRFXzlyoU-nud6Q5JIPG?sy4pP6dB7Z3bl_gLA387e lXVDSzGZCw -1.4-0 1-0-12 i 3-5-2 6-1-0 — — 1-4-0 1-0-12 2-4-6 2-7-14 Scale=1:14.1 0.25 12 2x4 II 4x5= 3.00 12 12 4 5 -- ,� 2 -- ---- 1 4 3 R{ 512— 1 T1 1 41 , j 8 7 6 4x10= 3418/-96# 3x4_ 2x4 11 0-5-8(0-1-8) USP JUS24 505#/-171# 10-1-5 10-1-5 1-0-12 3-5-2 6-1-0 1-0-12 I 2-4-6 2-7-14 Plate Offsets(X,Y)-18:0-8-0,0-1-4j LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TO 0.22 Vert(LL) -0.02 7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.23 Vert(TL) -0.03 7 >999 240 BCLL 0.0 ' Rep Stress[nor YES WB 0.36 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Wind(LL) 0.01 7 >999 240 Weight:28 lb FT=20%u 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=341/Mechanical,2=505/0-5-8 (min.0-1-8) Max Horz 2=45(LC 8) Max Uplift6=-96(LC 9),2=-171(LC 8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32,2-3=-502/161,3-8=-20/41,3-12=-729/290,4-12=-726/290,4-5=-731/294,5-6=-305/155 BOT CHORD 2-8=-159/440,7-8=-159/440,6-7=0/0 WEBS 4-7=-258/164,5-7=-307/756,3-7=-142/298 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 C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-2-8,Interior(1)1-2-8 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)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 96 lb uplift at joint 6 and 171 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 •PlY i A0027598 7035 1179 Root Special Girder 1 Job Reference(optional) Paget t3uidrp Component Supply Green Cove Springs,FL Run.76R0e0VQ 32014 Pnnt9SRFX oU-2015 MiTek 5J PG?s 4pP6d6 Z3dh May hbAB.ZeNXVDSzGZCw Pj Y 23-7-11 23-7-11 2-8-15 2-7.7 ---- 2;8'2 5-4-5 5-10-13 1 oa 1 2-7-7 - -- - -- _ - - -- 0-6-8 - 0-0-12 2-7-6 0-0-12 Scale=1:13.8 4x5= Special Specie 3 5.54 rif 4 2 1ill 5 ' �, 62x4 1I =' Special '/ 2x4= Special 2x4- 0-3-10(0-1-8) 0-3-10(0-1-8) 23-7-11 2-8-15 23-7-11 275#/138#- 2-7-7 2.8a 5+5_. 234#/-117# 2-7-7 Qtl'1'1- 2-7.8 0-0-12 - ---- - -.. Plate Offsets(X,Y)— [4:0-0-0,0-0-0] f LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) -0.01 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.15 Vert(TL) -0.01 6 >999 180 BCLL 0.0 • Rep Stress Incr NO WB 0.04 Horz(TL) 0.00 4 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 5-4-5 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 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=200/0-3-10 (min.0-1-8),4=200/0-3-10 (min.0-1-8) Max Horz 2=32(LC 7) Max Uplift2=-138(LC 7),4=-117(LC 6) Max Grav2=275(LC 17),4=234(LC 18) FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/15,2-3=-450/372,3-4=-450/376,4-5=0/15 BOT CHORD 2-6=-340/454,4-6=-340/454 WEBS 3-6=-7/94 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=oft;Cat.II; Exp C;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.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 138 lb uplift at joint 2 and 117 lb uplift at joint 4. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)207 lb down and 185 lb up at 2-8-2, and 207 lb down and 185 lb up at 2-8-2 on top chord,and 32 lb down and 44 lb up at 2-7-6,and 32 lb down and 44 lb up at 2-7-7 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8)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=-15(F=-7,B=-7)3=115(F=58,B=58) [Job Truss I Truss Type 'Qty Ply A0027599 7035 T80 Jack-Open 2 1 ere9 � 11 11 Run:7.800 s Od 3 2014 Print 7820 s�Apr 30"201 Tefc tWurtriss.Inc.Thu Ms 1415:15:15112015 1 -0-6-8 y p�p� Bustling Component Supply,Green Cove Springs,FL ID:7ReVQreCNBOPurX79SRFXzIyoI�SJIPG?sy4pP8d67Z3dr tnArfQIeNXVDSZGZON 23 7-11 2-7-7 i 0-6-8 2-7-7 _ Scale=1:10.3 3 X li . 5.54 12 58//-355 T1 O1 155#/53# N 2 0-3-10(0-144 1 1 B1 4 " 414/04 23-7-11 2x4= 23-7-11 24-9-13 I 2-7-7 2-7-7 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(TL) -0.00 4-7 >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 FBC2010/TPI2007 (Matrix-M) Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-7 oc puffins. BOT CHORD 2x4 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) 3=58/Mechanical,2=155/0-3-10 (min.0-1-8),4=28/Mechanical Max Horz2=66(LC 12) Max Uplift3=-35(LC 12),2=-53(LC 12) Max Gray 3=58(LC 1),2=155(LC 1),4=41(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/15,2-3=-120/117 BOT CHORD 2-4=-239/163 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 C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(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.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 35 lb uplift at joint 3 and 53 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 —15W Aoo27soo 7035 T81 Jack-0pen 4 1 Job Referer kciptional) • • Budding Component Supply,Green Cove Springs,FL Run:7.600 s Oct 3 2014 Print 7 620 s Apr 33dd''2661551My1Tek Industries,Inc. Thu May 14 15:15:16'2015 Page 1 0-8-8 237-11 2:72ReVQfeCpjBOPurX79SRFXzlyo ARFJm6xWjOsU6f?zg8Qfnbod010vbgit1H2IuzGZCv 0-6-8 2-7-2 Scale=1:10.2 3 5.54 57#1-348 °4 9 1548/-538 T1 2 0-3-10(0-1 3) B1 4 ■ 408/08 2x4= 23-7-11 23-7-11 24-9-11 2-7-2 2-7-2 • 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 0.09 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(TL) -0.00 4-7 >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 FBC2010/TPI2007 (Matrix-M) Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-2 oc purlins. BOT CHORD 2x4 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) 3=57/Mechanical,2=154/0-3-10 (min.0-1-8),4=28/Mechanical Max Horz 2=65(LC 12) Max Uplift3=-34(LC 12),2=-53(LC 12) Max Grav3=57(LC 1),2=154(LC 1),4=40(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/15,2-3=-118/114 BOT CHORD 2-4=-233/160 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 C;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(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 34 lb uplift at joint 3 and 53 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 i Truss Truss Type Qtly Ply A0027601 I 7035 TF12 FLOOR 1 1 1' __ _ _ Job Reference(optional) - Building Component Supply,Green Cove Springs.FL Run:7.600 s Oct 3 2014 Print:7 620 s Apr 30 2015 MiTek Industries,Inc. Thu May 14 15:15:16'2015 Page 1 01-2 ID:7ReVQfeCpjBOPurX79SRFXzlyoU-F4GFJm6x1M0sU6f g8�,tfnbhkOw2vXfd1H2IuzGZCv 4-5-0 8-10-0 9- 4-5-0 I 4-50 0-9-8 2x4 I I 3x4= 2x4 Scale=1:19.8 1 2 3 Ti-- I_ E L Y W1 W2 W1 ,°v 81 l 3x4 513#/0# 4 3x4 IJSP JUS24 o (a1 o-1-2 8-10-0 ,,Q 1-t3 8-10-0 513#V-3_8 Plate Offsets(X,Y)- [4:0-1-8,0-1-8] 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 0.53 Vert(LL) 0.00 5 "" 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.52 Vert(TL) -0.42 4-5 >245 240 BCLL 0.0 Rep Stress Ina YES WB 0.26 I Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2010ITPI2007 (Matrix-M) I Weight:50 lb FT=20% • LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 8-10-0 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. ' MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=513/Mechanical,4=513/0-3-8 (min.0-1-8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-5=-162/0,1-2=0/0,2-3=0/0,3-4=-162/0 BOT CHORD 4-5=0/373 WEBS 2-5=457/0,24=-457/0 NOTES- 1)Refer to girder(s)for truss to truss connections. 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 i Qty Ply A0027602 7035 TF73 FLOOR 1 1 Job Reference(optional) ,.-, Building Component Supply.Green Cove Spdngs,FL Run:7.600 s Oct 3 2014 Print 7.620 s Apr 30 2015 MTek Industries,Inc Thu May 1415:15:162015 Pape 1 ID:7ReVQfeCpjBOPurX79SRFXzIyoU-F4GFJm6xVUjOsU6 typnblBOwtvX7t1H2ItzWCv 10-1-2 4$12 9-1-8 I 1 4-6-12 I 4-6-12 2x4 11 3x4= 2x4 11 Scale=1:19.8 1 2 3 T1 a i W1 V2 W1 I . B1 Li 3x4 531110# 3x4= at ti JUS24 o-aeliNi) 9-1-8 9-1-8 530C/�1I 1-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.50 Vert(LL) 0.00 4-5 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.53 Vert(TL) -0.31 4-5 >339 240 BCLL 0.0 Rep Stress Ina' YES WB 0.26 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:50 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. fib/size) 5=530/Mechanical,4=530/0-3-8 (min.0-1-8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-5=-186/0,1-2=-41/0,2-3=-41/0,3-4=-186/0 BOT CHORD 4-5=0/412 WEBS 2-5=-450/0,2-4=-450/0 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard -kb - - --. (Truss Truss type Qty •Ply ii A0027603' 7035 _ I Fl OOR 1 I 1 Job Reference(optional) - �- g.. Run:7.600 s Oct 3 2014 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Thu May 14 15:15:162015 Page 1 Building Component Supply,Green Cove Sponge,FL ID:7ReVQf eCpjBOPurX79SRFXzIyoU-F4GFJm6x∎I 6.zg8Qfnb70xLvSsit1 H21uzG Cv 10-1-2 4$„0 8-10-8 - Q�- -� 4-6-0 448 2x4 I I Scale=1:19.8 45_ 2 4x5 3 - r1 z • W4 Y qq W2 I. ma -B3 Ir) i W1 B2 4x10-- 545••/01F 4x5 USP JUS24 c., L tli 3x4 6 515#/0# 2x4 U 1S$13US24 12-1-2 4-8-0 l &41 4-6-0 Plate Offsets(XtY)— [1:0-2-8,0-1-12],[5:0-5-4,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.48 Vert(LL) -0.07 5 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.50 i i Vert(TL) -0.11 6 >930 240 BCLL 0.0 Rep Stress Incr YES WB 0.63 I Horz(TL) 0.07 4 n/a n/a BCDL 10.0 Code FBC2010ITPI2007 (Matrix-M) Weight:54 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-15 oc purlins, except BOT CHORD 2x4 SP No.2*Except* end verticals. B2:2x4 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 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=515/Mechanical,7=515/Mechanical FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-7=-453/0,1-2=-1290/0,2-3=0/0,3-4=-181/0 BOT CHORD 6-7=0/39,5-6=0/42,2-5=-177/0,4-5=0/1383 WEBS 5-7=-44/0,1-5=0/1320,2-4=-1420/0 NOTES- 1)Refer to girder(s)for truss to truss connections. 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 A0027604 7035 TFtg FLOOR 1 1 Job Reference(optional) A _, Building Component Supply,Green Cove Springs,FL Run:7.600 s Oct 3 2014 Print:7.620 s Apr 302015 MITek Industries,Inc.Thu Ma 1415:15:162015 1 10.1-2 ID:7ReVOfeCpjB0PurX79SRFXzIyoU-F4GFJm6x1M0sU6thg8QfnoTpi to Cv 3-2-8 6-1-8 6-11-6 8-3-0 9-7-0 10-11-0 12-3-0 l 3-2-8 I 2-11-0 0-9-14 1-3-10 I 1-4-0 1-4-0 I 1-4-0 Scale=1:19.9 0.25 12 4x5= 4 5 6 7 1 4x5 2 Ti 111 —UT— wri i LI 1H, 1.1 � � _ .................................................. ............................................... .. X :❖:❖:❖:❖:❖:•::❖:❖:❖:❖:❖ ❖:❖:❖$0:::::.❖:❖:❖:❖:❖ :❖ t— 14 13 4x10 - 0-3-8(0-1-8) (0-1-8) (0-1-8) (0-1-8) (0-1-8) (0-1-8) 569#/0# 8t9Itf07# 217#/-121# 285#/0# 251#/0# 85#/0# 10-1-2 10-4-10 f 3-2-8 6-1.8 6-11-6 8-3-0 9-7-0 10-11-0 12-3-0 3-2-8 2-11-0 0-9-14 . 1-3-10 1 4-0 1-1-0 1-0-0 Plate Offsets(X,Y)- [14:0-3-8,0-1-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.51 Vert(LL) -0.04 14 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.18 Vert(TL) -0.07 13-14 >999 240 BCLL 0.0 Rep Stress Ina YES WB 0.57 Horz(TL) -0.00 12 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 4-11-5 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. fib/size) 15=569/0-3-8 (min.0-1-8),13=49/5-3-10 (min.0-1-8),12=861/5-3-10 (min.0-1-8),8=85/5-3-10 (min.0-1-8),10=285/5-3-10 (min.0-1-8),9=241/5-3-10 (min.0-1-8),11=63/5-3-10 (min.0-1-8) Max Uplift/1=-121(LC 3) Max Grav15=569(LC 3),13=49(LC 3),12=861(LC 1),8=85(LC 1),10=285(LC 1),9=251(LC 4),11=217(LC 4) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-15=-511/0,1-2=-1167/0,2-3=-1167/0,3-4=-6/2,4-5=-213,5-6=-2/2,6-7=-2/1 BOT CHORD 14-15=0/160,13-14=0/6,11-12=0/0,10-11=0/0,9-10=0/0,8-9=0/0 WEBS 1-14=0/1031,2-14=-504/0,12-13=0/0,3-12=-850/0,7-8=-76/0,5-10=-260/0,6-9=-222/0,4-11=-185/154,3-14=0/1191 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 2x4 MT20 unless otherwise indicated. 3)Provide metal plate or equivalent at bearing(s)13 to support reaction shown. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 121 lb uplift at joint 11. 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 truss Type Qty Ply A0027605 7035 TF20 FLOOR Run:7.600 S ct 3 2014 Print:7920 s Apr 302 F4GFJm6dWjOsUInc. ?zThu ay 1915:16'2015 Page 1 1 2WGZCv Guiding Component Supply,Green Cove Springs,R. 10-1-2 3-2-8 6-1-8 9-0-8 12-3-0 — 3-2-8 - , 3-2-8 2-11-0 2-11-0 Scale=1:20.0 0.25112 11 5x12= 2x4 II 4 _ 5 1 5x6= 2 4X5= 3 WB WT 'm -1t1/3— tN4 W5 VI ii 4 ► 9 8 7 3x8= 6 10161N/0# 3x4 II 5x6 4x10-= 2x4 II 8 0-O-1.1.8) USP THD26 10 10-1-2 10-4-10 3-2-8 6-1-8 9-0-8 12-3-0 3-2-8 2-11-0 2-11-0 I 3-2-8 Plate Offsets(X Y)- [1:0-3-0,0-2-4], [5:0-4-8,0-2-12],[6:0-3-0,0-1-0],[7:0-3-0,0-1-8],[8:0-2-12,0-2 0] [9:0-3-0,0-2-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.59 Vert(LL) -0.18 8 >798 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.76 Vert(TL) -0.31 8-9 >456 240 BCLL 0.0 Rep Stress Ina YES WB 0.78 Horz(TL) 0.03 11 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 2-5-4 oc purlins, except BOT CHORD 2x4 SP No.1 end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W2,W8:2x4 SP No.2 I 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) 10=1068/Mechanical,11=1028/0-5-8 (min.0-1-8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-10=-981/0,1-2=-2932/0,2-3=-3592/0,3-4=-3592/0,4-5=-2565/0,5-6=0/67 BOT CHORD 9-10=0/258,8-9=0/2921,7-8=0/2565,6-7=0/391 WEBS 1-9=0/2746,2-9=-656/0,2-8=0/690,3-8=-453/0,4-8=0/1072,4-7=-757/0,5-7=0/2305 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)Bearing at joint(s)11 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 Type .Qty Ply A0027606 7035 V01 Valley 1 1 Job Reference(optional) Buiklt1g Component Supply Green Cove Springs,FL Run:7.600 s Oct 32014 Print:7.620 s Apr 30 2015 MiTek Industries.Inc.Thu May 14 15:15:17 2015 Page 1 p�2 ID:7ReVQfeCpjBOPurX79SRFXzlyoU iGgdX67ZH0Wj6GDBXXffC_BzTOOZe29s5h0cHLzGZCu 18a?7 4-2-0 111�8 I 5-6-0 I 6-10-0 8-2-0 9-6-0 11-8-8---- 11_10-9 13-8-0 1-9-7 -2.0 2-2.8 1.4-0 1-4-0 1-4-0 1-4-0 2-2-8 0-2-0 1-9-7 Scale=1:19.2 4x5- 4 6.00 12 r' 5 3 6 2 14 13 .../ ST1 1 ■ W2 W2 W1 W1 7 —1 [] - B1 — - ❖.❖ A ❖ ANte...❖.❖.❖.❖.❖.❖.•.. 12 11 10 9 8 3x4 3x4 18-5-2 0-9-15 4-2-0 5-6-0 8-2-0 13-8-0 0-9-15 3-4-1 1-4-0 2-8-0 5-6-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (IOc) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 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 lncr YES WB 0.05 Horz(TL) 0.00 7 n/a n/a BCDL 10.0 Code FBC201 O/TPI2007 (Matrix) 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. 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 OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=93/11-11-14 (min.0-1-8),7=93/11-11-14 (min.0-1-8),10=111/11-11-14 (min.0-1-8),9=62/11-11-14 (min.0-1-8),8=220/11-11-14 (min.0-1-8), 11=62/11-11-14 (min.0-1-8),12=220/11-11-14 (min.0-1-8) Max Horz 1=-63(LC 10) Max Uplift1=-18(LC 12),7=-18(LC 12),9=-24(LC 12),8=-86(LC 12),11=-24(LC 12),12=-86(LC 12) Max Grav1=93(LC 1),7=93(LC 1),10=111(LC 1),9=64(LC 22),8=220(LC 1),11=64(LC 21),12=220(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-13=-59/37,2-13=-33/57,2-3=-48/83,3-4=-48/97,4-5=-48/96,5-6=-41/82,6-14=-16/37,7-14=-41/11 BOT CHORD 1-12=-15/45,11-12=-15/45,10-11=-15/45,9-10=-15/45,8-9=-15/45,7-8=-15/45 WEBS 4-10=-75/0,5-9=-55/76,6-8=-157/164,3-11=-55/76,2-12=-157/164 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=oft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)1-5-8 to 4-2-0,Interior(1)4-2-0 to 6-10-0,Exterior(2)6-10-0 to 9-10-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are 2x4 MT20 unless otherwise indicated. 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 18 lb uplift at joint 1,18 lb uplift at joint 7,24 lb uplift at joint 9,86 lb uplift at joint 8,24 lb uplift at joint 11 and 86 lb uplift at joint 12. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard •