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1668 MARITIME OAK DR - TRUSSES (2) Building Component Supply, Inc. BCS 4627 J.P. Hall Blvd. Suite 208 Green Cove Springs, FL 32043 -`° L.P,E, - Tel: (904) 297-9390 Re : 8165 Date: 10/07/15 Site Information: Project Customer: Toll Brothers Model Name :Stonebrook Lot/Block: 124 Subdivision :Atlantic Beach Elevation :Coastal Name Address and License # of Structural Engineer of Record, If there is one, for this building. Name: Lou Pontigo&Assoc. - Lou Pontigo P.E. License#: 53311 Address: 420 Osceola Avenue , Jacksonville Beach, FL 32250 General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TPI2007 Design Program: 7.62 Apr 30 2015 Roof Load: 40.0 psf Floor Load: 55.0 psf Wind Code: MWFRS(Directional)/C-C hybrid Wind ASCE 7-10 Wind Speed: 130 mph This package includes 64 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. 1 Date i I russ I D# Seal# No. Date Truss ID# Seal# 1 10/06/15 EJ02 A0059401 23 10/06/15 F18 A0059423 45 10/06/15 T11 A0059445 2 10/06/15 EJ03 A0059402 24 10/06/15 F19 A0059424 46 10/06/15 112 A0059446 3 10/06/15 EJ04 A0059403 25 10/06/15 F20 A0059425 47 10/06/15 T13 A0059447 4 10/06/15 EJ05 A0059404 26 10/06/15 F21 A0059426 48 10/06/15 114 A0059448 5 10/06/15 EJO6 A0059405 27 10/06/15 F22 A0059427 49 10/06/15 115 A0059449 6 10106n5 ' F01 A0059406 28 10/06/15 FG01 A0059428 50 10/06/15 116 A005945u 7 10/06/15 F02 A0059407 29 10/06/15 FG02 A0059429 51 10/06/15 117 A0059451 8 10/06/15 F03 A0059408 30 10/06/15 FG03 A0059430 52 10/06/15 T18 A0059452 9 10/06/15 F04 A0059409 31 10/06/15 FG04 A0059431 53 10/06/15 T18A A0059453 10 10/06/15 F05 A0059410 32 10/06/15 FT01 A0059432 54 10/06/15 T19 A0059454 11 10/06/15 F06 A0059411 33 10/06/15 HJ02 A0059433 55 10/06/15 T20 A0059455 12 10/06/15 F07 A0059412 34 10/06/15 HJO3 A0059434 56 10/06/15 121 A0059456 13 10/06/15 F08 A0059413 35 10/06/15 101 A0059435 57 10/06/15 122 A0059457 14 10/06/15 F09 A0059414 36 10/06/15 102 A0059436 58 10/06/15 123 A0059458 15 10/06/15 F10 A0059415 37 10/06/15 103 A0059437 59 10/06/15 T24 A0059459 16 10/06/15 F11 A0059416 38 10/06/15 104 A0059438 60 10/06/15 125 A0059460 17 10/06/15 F12 A0059417 39 10/06/15 105 A0059439 61 10/06/15 T26 A0059461 18 10/06/15 F13 A0059418 40 10/06/15 106 A0059440 62 10/06/15 127 A0059462 19 10/06/15 F14 A0059419 41 10/06/15 T07 A0059441 63 10/06/15 128 A0059463 20 10/06/15 F15 A0059420 42 10/06/15 108 A0059442 64 10/06/15 T29 A0059464 21 10/06/15 F16 A0059421 43 10/06/15 109 A0059443 22 10/06/15 F17 A0059422 44 10/06/15 110 A0059444 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 My license renewal date for the state of Florida is February 28,2017. P Y 9 p Suppy, Inc.in Green Cove Springs, FL. Note:The seal on these drawings indicate acceptance of , r Digitally signed by Julius professional engineering responsibility solely for the truss " , S S. " components shown.The suitability and use of this component \\J\\� cENSk <<('' Lee for any �' 6.. .'� _ _ y particular building is the responsiblity of the building *;. * DN: c=US, st=Florida, desinger,per ANSI/TPI-1 Section 2. _ N�34ses n 7.1) ' 1OUI//gym/'�f/�UnG�ACC_ I=Boynton Beach, o=Julius „.O STATE OF ..' Lee, cn=Julius Lee, '•.FCORIDP.••' G\\.- ''',,`S/pNALE?\`‘ email=leeengr @aol.com 1109 COASTAL BAY Date: 2015.10.07 14:43:15, BOYNTON BEACH,FL 33435 04'00' Page 1 of 1 Job 1 — — Jack-Open� .. . 7Qty Ply 1 Job Reference ti 8165 40059224' Building Component Supply,Green Cove Springs,FL 15 MiTeaI- -- , Run:7.620 s Apr 302015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc.Wed Oct 07 07:0327 2015 Page 1 ID:fwn5TgW7edlwVPMOQyzl9ydSl5-_JAnz ofLjl8wmb9VN3Dxv2UL8h0xujCPUvAJGyVuY_ 2-0-0 2-0-0 { 5.00 12 2 Scale=1:9.7 r1 T7/ I. 1 •{ 43#1.27# 4 II 81 , el F■g_ 43#/-5# 3x4= 3 2-0.0 I -- - LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(TL) -0.00 6 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:8 lb FT=20% LUMBER- BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=80/0-5-8 (min.0-1-8),2=43/Mechanical,3=36/Mechanical Max Horz 1=34(LC 12) Max Uplift1=-10(LC 12),2=-27(LC 12),3=-5(LC 12) Max Grav1=80(LC 1),2=43(LC 1),3=43(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-29/14 BOT CHORD 1-3=-50/28 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)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 10 lb uplift at joint 1,27 lb uplift at joint 2 and 5 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 T 1 , YPe —--- -Q PI 'I Qty I Ply 8165 EJ03 Jack-Open 2 1 A0059225 Building Component Su -- ------ LJob Reference(optional) 5 ng Supply,Green Cove Springs,FL Run:7.620 s Apr 30'2015 Print:7.620 s Apr 30 2015 kiTek Industries,Inc.Wed Od 07 07:03:28 2015 Pa t ID:fvvn5Tg W?edlwVPMOQyzl9ydSl5-SVk9AJpH619?YwAL35aSU7bf5Y1 IgLzLe8t)q�Xz I 2-0-0 2-0.0 1 2 Scale=1:9.7 5.00 2 1 1 1 Y 39#/-27# u' W.0-1.8) , ANN B1 i FA ■■ 28#/-20# 3x4= 3 0-4-4 2-0-0 0-4-4 I 1-7-12 i 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 0.03 Vert(TL) -0.00 4 >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 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=109/0-3-8 (min.0-1-8),2=39/Mechanical,3=14/Mechanical Max Horz 1=34(LC 12) Max Uplift 1=-54(LC 12),2=-27(LC 12),3=-20(LC 12) Max Grav1=109(LC 1),2=39(LC 1),3=28(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-41/25 BOT CHORD 1-7=0/8,1-4=-23/65,1-3=0/0 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever 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 54 lb uplift at joint 1,27 lb uplift at joint 2 and 20 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 - QH y 8165 jEJ04 Jack-Open 7 1 A0059228 ;Job Reference(optional) j t...- Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MTek Industries,Inc.Wed Oct 07 07:03:28 2015 Pagel I D:fvvn 5TgW?ed IwVPMOQyzl9yd Sl5-SVk9AJpH619?YwAL35a SU7bdwY_dg LzLe8fjqXz 4�I---- —I 4-0-0 — — Scale=1:13.7 2 5.00 12 9 , 148#/-19# 95#/-57# oaf 0-5-8(0-1.8) T1 0 1 /' d '• 81 `, ►, 4 3 3x4 70#/-2# 2x4 11 4-0-0 I Plate Offsets(X,Y)– [1:0-1-8,0-1-14] 4-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/den Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.02 3-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(TL) -0.03 3-7 >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 FBC2014/TPI2007 (Matrix-M) Weight:15 lb FT=20% LUMBER- BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-9-15 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=148/0-5-8 (min.0-1-8),2=95/Mechanical,3=53/Mechanical Max Horz 1=63(LC 12) Max Uplift1=-19(LC 12),2=-57(LC 12),3=-2(LC 12) Max Gray 1=148(LC 1),2=95(LC 1),3=70(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-9=-142/43,2-9=-51/31 BOT CHORD 1-4=-322/192,3-4=0/0 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25R;B=45f1;L=24ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 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 19 lb uplift at joint 1,57 lb uplift at joint 2 and 2 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 - — — o _ _ _ Truss -- 'Truss Type Qly ply A0059227 Building Component Supply, 1 r n9 po uppy,Green Cove Springs,FL Run:7.62085 r 30 Job s pr 30 2 15fulTek I EJ05 Jadc-Open 8 Apr 2015 Print:7.52U s Apr 30 2015 WiTek Industries,Inc.Wed Oct 07 07:03:28 2015 Page 1 Tg ?edlwVPMO0yz19ydS15-SVk9AJpH619?YwAL35aSU7bcDY_sgLzLe8fjgiyVuXz I 4-0-0 -- -- 4.0-0 Scale=1:13.7 5.00112 2 t,1 11 173#/-86# 92#/-83# 1 0-3-8(0-1-8) T1 re ; / N 1 ......,,,e HW1 a B1 4 3 3x4 67#645# 2x4 I I 0-4-4 I 4-0-0 I 0 4� 3-7-12 Plate Offsets(X,Y)-- [1:0-1-8,0-1-14] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.03 3-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.25 Vert(TL) -0.02 3-9 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purl ins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.3 1-5-14 - MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=173/0-3-8 (min.0-1-8),2=92/Mechanical,3=50/Mechanical Max Horz 1=67(LC 12) Max Uplift 1=-86(LC 12),2=-63(LC 12),3=-45(LC 12) Max Gray 1=173(LC 1),2=92(LC 1),3=67(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-8=-5/4,1-1=-52/42,1-11=-65/20,2-11=-58/29 BOT CHORD 1-9=-6/5,1-5=-147/86,1-4=-253/146,3-4=0/0 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp 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 3-11-4 zone;cantilever 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 86 lb uplift at joint 1,63 lb uplift at joint 2 and 45 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 1Ja5 ----- ITruss --Truss Type Qty Ply 1 8165 Green Cove Springs,FL Jack Run:7.620 s Apr 30 A0059228 �n 24 T 1 �_ Job Reference(optional)______ Building Component Supply, 2015 Print:7.620 s Apr 30 2015 Industries,Inc.Wed Oct 07 07:03:29 2015 Page 1 ID:fwnS gW?edIwVPMO0yz19ydS15-whIXOfgvtKHsA31Xdo5h0K8j8yDwPoDVtoOHN9yVuXy 6-0-0 6-0-0 2 , Scale=1:18.5 5.00 i 12 228W-33# 151fN-89k 10 0-5-8(0-1-8) T1 9 N 1 � , y• =II B1 4 0161111, 3x4= 107#/0# 3 3x5 11 I 6-0-0 { Plate Offsets(X,Y)— [1:0-2-4,0-0-14] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl Lid I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.08 3-7 >830 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.15 3-7 >463 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) 0.03 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:21 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 5-9-10 oc bracing. SLIDER Left 2x4 SP No.3 1-5-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer In stallation guide. REACTIONS. (lb/size) 1=228/0-5-8 (min.0-1-8),2=151/Mechanical,3=78/Mechanical Max Horz 1=98(LC 12) Max Upliftl=-33(LC 12),2=-89(LC 12) Max Grav1=228(LC 1),2=151(LC 1),3=107(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-9=-250/80,9-10=-83/31,2-10=-81/48 BOT CHORD 1-4=-604/369,3-4=0/0 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 5-11-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 33 lb uplift at joint 1 and 89 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 iruas miss Type _-y- A0059229 8165 F01 GABLE 1 1 ■, Building Component Supply,Green Cove Apr ;Job Reference(optional),_-- ■ , ro Spdngs,FL Run:7.820 e , 30 2015 Print 7.620 a Apr 30 2015 MiTek Industries,Inc.Wed Oct 07 07:03:29 2015 Pme 1 p,�g ID:fvvn5TgWledlwVPMOQyzl9ydSI5-whlXOfgvtKHsA3lXdo5h0K8ppyMoPogVtoOHN9yxy Fi- 0-1-8 Scale=1:33.0 3x6 FP- 3x4= 3x4= 3x4= 1 2 3 T 5 6 7 8 9 10 11 T2 12 13 1L 15 16 Bi 11 1 1 5 1 1 71 S71 Sl, STt ST7 ST1 ST7 ST1 V1/2z j1 9 1 :: Bt ' 62l r _:. j. 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 3x4-- 3x4-- 3x6 FP= 3x4= 3x4= 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 I 13-6-12 114-10-12 16.2-12 17-6-12 18-8-4 20-3-0 1-6-12 1-4-0 . 1-4.0 1-4-0 . 1-4-0 1-4-0 l 1-4-0 } 1-4-0 1-4-0 1-4-0 1-4-0 t 1-4-0 I 1-4-0 I 1-1-8 r 1-6-12 i Plate Offsets(X,Y)- [16:0-1-8,Edge],[18:0-1-8,Edge],[32:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 27 n/a n/a BCDL 5.0 Code FBC2014/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 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. OTHERS 2x4 SP No.3(flat) REACTIONS. (lb/size) 33=60/20-3-0 (min.0-1-8),17=56/20-3-0 (min.0-1-8),32=170/20-3-0 (min.0-1-8),18=164/20-3-0 (min.0-1-8),31=141/20-3-0 (min.0-1-8), 30=148/20-3-0 (min.0-1-8),29=148/20-3-0 (min.0-1-8),28=142/20-3-0 (min.0-1-8),27=147/20-3-0 (min.0-1-8),26=152/20-3-0 (min.0-1-8), 25=145/20-3-0 (min.0-1-8),23=147/20-3-0 (min.0-1-8),22=147/20-3-0 (min.0-1-8),21=145/20-3-0 (min.0-1-8),20=152/20-3-0 (min.0-1-8), 19=125/20-3-0 (min.0-1-8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 33-34=-55/0,1-34=-55/0,17-35=-50/0,16-35=-50/0,1-2=-3/0,2-3=-3/0,3.4=-3/0,4-5=-3/0,5-6=-3/0,6-7=-3/0,7-8=0/4, 8-9=0/4,9-10=0/4,10-11=0/4,11-12=0/4,12-13=0/4,13-14=0/4,14-15=0/4,15-16=0/4 BOT CHORD 32-33=0/3,31-32=0/3,30-31=0/3,29-30=0/3,28-29=0/3,27-28=0/3,26-27=-4/0.25-26=-4/0,24-25=-4/0,23-24=-4/0, 22-23=-4/0,21-22=-4/0,20-21=-4/0,19-20=-4/0,18-19=4/0,17-18=0/3 WEBS 2-32=-154/0,15-18=-143/0,3-31=-128/0,4-30=-134/0,5-29=-134/0,6-28=-128/0,7-27=-134/0,8-26=-138/0,9-25=-132/0, 10-23=-134/0,11-22=-134/0,12-21=-132/0,13-20=-138/0,14-19=-114/0,1-32=0/0,16-18=-9/0 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 o --- Truss Truss ypT ----- Qty ,Ply 8165 I F02 Floor 1 1 . !Job Reference(owtional) I Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 Wok Industries.Inc.Wed Od 07 07:03:30 2015 Page 11 ID:fvvn5Tg W7ed IwVPMOQyzl9ydS15-Ousvb7 rXeePjnDJkBWdwZYgo4LTo85ge5S8gvbyVuXx 0-1-8 H I 1-3-0 {- 2-0-0 { 0-1-8 Sole=1:33.6 4x6= 4x6= 1.5x3= 44= 3x6 FP 4x6= 1.54= 1 2 3 T1 4 5 6 7 8 9 10 via 423-i1`�- -�- 1011r/4161\h / N -�-��Ii 24 F. 21 20 19 18 17 18 15 14 13 12 to 4x6= 3x8 MT2OHS FP= 1.5x3 , 1.54 I I 4x6= 4x6= 1.5x3 SP= 0-5-8(0-1-8) 4x6= 038(0-1-8) 1094#/0# 1094#/04 7-10-8 8-10-8 9-10-8 20-3-0 . 7-10-8 1.0-0 1-0-0 10-4-8 Plate Offsets(X,Y)- (1 Edge,0-1-8),[4:0-1-8,Edge] [5:0-1-8,Edgej,[10:0-1-8,Edge] 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 0.83 Vert(LL) -0.40 15-16 >606 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.99 Vert(TL) -0.62 15-16 >388 240 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(TL) 0.09 11 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:103 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat)'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins, except T1:2x4 SP No.1(flat) end verticals. BOT CHORD 2x4 SP No.2(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:18-20,16-17. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 22=1094/0-5-8 (min.0-1-8),11=1094/0-3-8 (min.0-1-8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 22-23=-1088/0,1-23=-1086/0,11-24=-1088/0,10-24=-1087/0,1-2=-1125/0,2-3=-2821/0,3-4=-3917/0,4-5=-4452/0, 5-6=-4451/0,6-7=-4451/0,7-8=-3921/0,8-9=-2820/0,9-10=-1125/0 BOT CHORD 21-22=0/56,20-21=0/2124,19-20=0/3480,18-19=0/3480,17-18=0/4452,16-17=0/4452,15-16=0/4452,14-15=0/4338, 13-14=0/3489,12-13=0/2122,11-12=0/56 WEBS 1-21=0/1452,2-21=-1390/0,2-20=0/969,3-20=-916/0,3-18=0/668,4-18=-916/0,4-17=-86/341,10-12=0/1452, 9-12=-1388/0,9-13=0/971,8-13=-930/0,8-14=0/601,7-14=-580/0,7-15=-35/363,5-15=-426/322,5-16=-309/119 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 19=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 IJob - - 'Truss cuss Type Qty Ply I 18165 IF03 Floor 1 1 A00592311 H. rg Component Soppy,Green Cove Springs,FL Run:7.62 Job Reference0optional) , Buildi Cam P^9s. 0 s Apr 302015 Print:7.620 s Apr 90 2015 f4iTek Industries,Inc.Wed Oct 07 07:03:30 2015 Page 1 ID:fvvn 5Tg W?ed IwVPMOQyzl9yd SI5-Ou svb?rXeePj nDJkB WdwZYgo ML W H84fe5S8gvbyVuXx 0-1-8 H I 1-3-0 , 0-7-8 1-9-13 _ 01-8 Scale=1:36.4 4x6= 4x6-1.5x3= 4x6= 3x6 FP 4x6 1.5x3=- 1 2 3 4 5 6 7 8 9 10 11 2 i1�--� � _N /4111&- Z-N / \ All 1 26 4 23 22 21 20 19 18 17 16 15 14 13 12 4x6= 4x6= 1.5x3 I I 1.5x3 I I 3x12 M18SHS FP 4x6-- 4x6 0-6-0(0-1-8) 0-3-8(0-1-8) 1187#/0# 1187#/0# I 9-9-0 10-7-1411-6-13 21-11-5 9-9-0 0-10-140-10-14 10-4-8 -- Plate Offsets(X,YL[1_Edge,0-1-8],[5:0-1-8,Edge],[6:0-1-8,Edge],[11:0-1-8,Edge],[13:0-2-8,Edge],[23:0-2-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.88 Vert(LL) -0.48 18 >539 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.83 Vert(TL) -0.75 18 >345 240 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.76 i Horz(TL) 0.11 12 n/a n/a BCDL 5.0 Code FBC2014/TP12007 1 (Matrix) Weight:113 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat)'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 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 10-0-0 oc bracing. B2:2x4 SP No.1(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 24=1187/0-6-0 (min.0-1-8),12=1187/0-3-8 (min.0-1-8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 24-25=-1181/0,1-25=-1180/0,12-26=-1181/0,11-26=-1180/0,1-2=-1230/0,2-3=-3118/0,3-4=-4406/0,4-5=-5156/0, 5-6=-5319/0,6-7=-5135/0,7-8=-5135/0,8-9=-4410/0,9-10=-3118/0,10-11=-1230/0 BOT CHORD 23-24=0/61,22-23=0/2322,21-22=0/3890,20-21=0/4894,19-20=0/5319,18-19=0/5319,17-18=0/5319,16-17=0/4913, 15-16=0/3885,14-15=0/3885,13-14=0/2323,12-13=0/61 WEBS 11-13=0/1589,10-13=-1520/0,10-14=0/1105,9-14=-1067/0,9-16=0/731,8-16=-69910,8-17=0/482,6-17=-606/174, 6-18=-2461207,1-23=0/1588,2-23=-1519/0,2-22=0/1108,3-22=-1073/0,3-21=0/718,4-21=-679/0,4-20=0/562, 5-20=-714/196,5-19=-271/393 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x4 MT20 unless otherwise indicated. 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job- 'Truss Truss Type Qty "Ply 8165 i F04 Floor A0059232 2 1 Job Reference(optionalL Building Can -------`-__ ----- - - - - np ponent Supply.Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 IniTek Industries,Inc.Wed Oct 07 07:03:31 2015 Page 1- ID:fvvn5TgW?edlwVPMOOyzl9ydSl5-t4QlpLr9OyXZPNuwkD8951D??IpwtW5nK61NR l yVuXw 0-1-8 I 1-3.0 I 6-7-8 i 1-10-8 0-1-8 Scaie=1:38.6 5x6= 1.54 I I 5x8= 1.54= 4x6= 3x6 FP= 4x6= 4x6= 1.54= •••••■ ■Aiiii■fr.i. 1 2`�T1 3 4 5' 6 7 8 9 10 11 12 el .... ,sy4....LI; 27 9 - 25 24 23 22 21 20 19 18 17 16 15 14 13 4x6- 5x6= 4x6= 4 x 6= 1.5x3 I I 3x12 M18SHS FP 4x6= 5x6 4x6 -1.5x3 1.5x3 SP 0-3-8(0-1-8) 1259#/Olt 12597N0# 11-0-0 11-11.412-10.81 23-3-0 11-0-0 Plate Offsets(X,Y)- [1:Edge,0-1-8],[3:0-1-12,Edge),[8:0-1-8,Edge],[10:0-1-12,Edge),(2 0-1-8,Edge],[13:Edge,0-1-8],(16:0-1-12,E ge],[20:0-1-8,Edge],[22:0-1-12,Edge], [5_Edge,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.76 Vert(LL) -0.55 20 >499 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.99 Vert(TL) -0.87 20 >319 240 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(TL) 0.14 13 n/a n/a BCDL 5.0 Code FBC2014/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 4-5-2 oc purlins, except T1:2x4 SP No.2(flat) end verticals. BOT CHORD 2x4 SP SS(flat)'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: B2:2x4 SP No.1(flat) 2-2-0 oc bracing:16-18. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 25=1259/0-5-8 (min.0-1-8),13=1259/0-3-8 (min.0-1-8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 25-26=-1253/0,1-26=-1251/0,13-27=-1254/0,12-27=-1252/0,1-2=-1311/0,2-3=-3348/0,3-4=-4788/0,4-5=-4788/0, 5-6=-5666/0,6-7=-5975/0,7-8=-5975/0,8-9=-5664/0,9-10=-4788/0,10-11=-3348/0,11-12=-1312/0 BOT CHORD 24-25=0/65,23-24=0/2478,22-23=0/4190,21-22=0/5362,20-21=0/5939,19-20=0/5975,18-19=0/5975,17-18=0/5358, 16-17=0/5358,15-16=0/4191,14-15=0/2478,13-14=0/65 WEBS 12-14=0/1695,11-14=-1622/0,11-15=0/1209,10-15=-1173/0,10-16=0/830,9-16=-792/0,9-18=0/598,8-18=-746/76, 8-19=-160/218,1-24=0/1695,2-24=-1623/0,2-23=0/1209,3-23=-1172/0,3-22=0/831,5-22=-799/0,5-21=0/475, 6-21=-533/0,6-20=-402/621,7-20=-378/201 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 17=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 rrussType Qty •Ply 18165 F05 Floor '1 1 A0059233 Job Reference(optional) Building Component Supply,Green Cove Springs,FL n9 � >)B, Run:7.620 s Apr 302015 Print:7.620 s Apr 30 2015 MTek Industries,Inc. Wed Oct 07 07:03:31 2015 Page 1 ID:fvvn5TgW?edlwVPMOQyzl9ydSl5-t4QIpLr90yXZPNuwkD8951D_YIgftXjnK6tNR1 yVuXw 0-1-8 H:1-3-0 -I 007-8 I _ 1-11-13 - . 0-1.8 Scale=1:36.9 4x6= 4x6= 1.54= 4x6= 3x6= 3x6 FP= 4x6= 1.5x3= 1 2 3 4 1 5 6 7 8 9 10 11 1 2 .146,mlip-Aiiihh.m\W "W .1,31 . .. .. MI '''' 11=111.4101011610,0341111:: Ass F.,/Ao\'‘ ,11r. .AILIgr." 1\''. W.-.4.ill 26 ; 24� 23 22 21 20 19 18 17 16 15 14 13 12 4x6-- 4x6= 4x6= 3x12 M18SHS FP= 1.5x3 II 4x6= 4x6= 4x6= 0-6-0(0-1-8) 1.5x3 SP= 0-3-8(0-1-8) 1203#/0# 1203#10# 10-9-10 11-10-5 ■ 9-9-0 0 h1 -i o12s 22-2-13 1 0-11-2 0-11-14 Plate Offsets(X,Y)- [1:Edge,0-1-8],[6:0 1-8,Edgej [11:0-1-8,Edge],[12:Edge,0-1-8],[13:0-2-8,Edge],[23:0-2-8,Edge],[24:Edge,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.79 Vert(LL) -0.50 17 >533 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.95 Vert(TL) -0.77 17 >341 240 M18SHS 244/190 BCLL 0.0 1 Rep Stress Incr YES WB 0.77 Horz(TL) 0.12 12 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:115 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(flat)"Except" TOP CHORD Structural wood sheathing directly applied or 4-4-9 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: 82:2x4 SP SS(flat) 2-2-0 oc bracing:19-21. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 24=1203/0-6-0 (min.0-1-8),12=1203/0-3-8 (min.0-1-8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 24-25=-1198/0,1-25=-1196/0,12-26=-1197/0,11-26=-1196/0,1-2=-1248/0,2-3=-3170/0,3-4=-4491/0,4-5=-5273/0, 5-6=-5459/0,6-7=-5253/0,7-8=-4494/0,8-9=-4494/0,9-10=-3168/0,10-11=-1248/0 BOT CHORD 23-24=0/62,22-23=0/2356,21-22=0/3958,20-21=0/4994,19-20=0/4994,18-19=0/5459,17-18=0/5459,16-17=0/5459, 15-16=0/5013,14-15=0/3953,13-14=0/2358,12-13=0/62 WEBS 11-13=0/1613,10-13=-1543/0,10-14=0/1128,9-14=-1091/0,9-15=0/753,7-15=-721/0,7-16=0/511,6-16=-649/164, 6-17=-240/213,1-23=0/1612,2-23=-1542/0,2-22=0/1132,3-22=-1096/0,3-21=0/741,4-21=-701/0,4-19=0/590, 5-19=-743/183,5-18=-263/375 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 20=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 1 A00592341 8165 F06 Floor 4 1 , Job Reference(optional) , Building Component Supply.Green Cove Springs,FL Run:7.620 s Apr 302015 Print 7.620 s Apr 30 2015 AMTek Industries,Inc.Wed Oct 07 07:03:32 2015 Page 1 ID:fvvn5TgW?edIwVPMOQyzl9ydS15-LGg0hsn9FfQ1XT6lxfoez16C9BOc?Ox rndxzUyVuXv 0-1-8 ri i 1-3-p I 1.8-8 Scale=1:32.7 4x6= 1.5x3= 4x6= 3x6 FP= 4x8= 456 1 T1 2 3 4 5 6 8 9 10 18211141V8M ea ■ ie I% I% A0/01..‘ „II 3 23.1.1 .. ./-AAXIIIIrMir TN 19 !..=16,-.1■16.... ,-- IS 1111-r711111M&. Illiffitt it' i'l -, 21 20 19 18 17 16 15 14 13 12 108l4 /0# 4x6= 4x6= 1.5x3 II 1.5x3 II 3x12 M18SHS FP_ 4x8= 456 0-5-8(0.1-8) 1078#/0# USP THD46 7.10.8 8-8-12 9-7-0 19-11-8 7-10-8 0-10-4 0-10-4 10-4-8 Plate OffsetslX,Y)-[1:Edge,O1 8],[5:01-8,Edgej [6 0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 I CSI. DEFL in (loc) l/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.98 Vert(LL) -0.38 16-17 >620 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.85 Vert(TL) -0.60 16-17 >397 240 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(TL) 0.09 11 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight:103 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP SS(flat)'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. B2:2x4 SP No.1(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 22=1078/0-5-8 (min.0-1-8),11=1084/Mechanical FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 22-23=-1071/0,1-23=-1070/0,10-11=-1077/0,1-2=-1106/0,2-3=-2771/0,3-4=-2771/0,4-5=-3828/0,5-6=-4330/0,6-7=-4334/0.7-8=-3838/0,8-9=-2770/0, 9-10=-1105/0 BOT CHORD 21-22=0/55,20-21=0/2089,19-20=0/3416,18-19=0/4330,17-18=0/4330,16-17=0/4330,15-16=0/4237,14-15=0/4237,13-14=0/3421,12-13=0/2090,11-12=0/0 WEBS 10-12=0/1471,9-12=-1369/0,9-13=0/946,8-13=-906/0,8-14=0/580,7-14=-556/0,7-16=-53/337,6-16=-397/320,6-17=-310/122,1-21=0/1428,2-21=-1367/0, 2-20=0/949,4-20=-897/0,4-19=0/629,5-19=-857/0,5-18=-94/340 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 -Truss Type - 'O[y 'Ply A0059235 8165 F07 Floor 4 1 Page Job Reference(optional) , BuikYrpComponent Suppy,Green Cove Springs,FL Run:71D:'fvvn5 gW?edIwVPMOQ yzl9yydSl5-LG,�0hsn9FfO1XT61xfOez1989Abc?AxZmdxzUyyVuXv 0-1-8 H I 1-3-0 1 �1 11 8_- _i 0111 8 Scale=1:33.5 4x6= 4x6= 1.5x3= 4x6= 3x6 FP= 4x6= 1.5x3= 1 Ti 2 3 4 5 6 7 8 9 10 ■ AN 23 N = A..---- Awin d m- 24 q ►/ u '� 21 20 1918 17 16 15 14 13 12 4x6= 4x6= 1.5x3 II 1.5x3 II 3x12 M18SHS FP 4x6= 4x6= 0-5-8(0-1-8) 0-3-0(0-1-8) 1091#/0# 1091#/0# 7-10-8 10-11-1210-11-121 8.10-4 9-10-0 20-2-8 i 7-10-8 10-4-8 Plate Offsets(X,Y)- [1 Edge,0-1-8],[5:0-1-8,Edge],[6:0-1-8,Edge],(10:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 1 CSI. DEFL in (loc) I/dell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.80 Vert(LL) -0.39 16-17 >618 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 I BC 0.90 Vert(TL) -0.61 16-17 >396 240 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(TL) 0.09 11 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:103 lb FT=20%F,11%E 1 LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat)"Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 12:2x4 SP No.1(flat) end verticals. BOT CHORD 2x4 SP SS(flat)'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. B2:2x4 SP No.1(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 22=1091/0-5-8 (min.0-1-8),11=1091/0-3-0 (min.0-1-8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 22-23=-1085/0,1-23=-1083/0,11-24=-1086/0,10-24=-1085/0,1-2=-1121/0,2-3=-2814/0,3-4=-2814/0,4-5=-3905/0, 5-6=-4434/0,6-7=-4434/0,7-8=-3911/0,8-9=-2813/0,9-10=-1122/0 BOT CHORD 21-22=0/56,20-21=0/2119,19-20=0/3471,18-19=0/4434,17-18=0/4434,16-17=0/4434,15-16=0/4326,14-15=0/4326, 13-14=0/3479,12-13=0/2117,11-12=0/56 WEBS 10-12=0/1449,9-12=-1384/0,9-13=0/967,8-13=-927/0,8-14=0/600,7-14=-577/0,7-16=41/361,6-16=-422/322, 6-17=-306/118,1-21=0/1448,2-21=-1388/0,2-20=0/966,4-20=-914/0,4-19=0/663,5-19=-906/0,5-18=-87/338 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 .Oty 1Ply A0059236 8165 F08 Floor ID 2 1 1 k .FL Run:Z62 �lob_Reference(optionall) to Cwt supply.Green Cove - --- - 0 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc.Wed Oct 07 07:03:32 2015 Page 1 f vvn5TgW?edlwVPMOQyzl9ydSl5-LGgohsn9Ff01 XT6lxf0ez1Bn9Dfc1 gxZmdxzUyVuXv 0-1-8 H I 13.0 I 2-0.0_ I Scale=1:25.0 4x6= 1.5x3= 4x8= 1 2 3 T1 53 — 6 7 17 1•M mei r.ari� tea► ■ B �w \/,�. ►, aa� a.MP �� aaaaaaa■�ta� 1 / 15 14 13 12 11 10 9 83'2#/0# 4x6= 1.5x3 4x6 0-5-8(0-1-8) USP THD46 826#/0# 7-10.8 8.10.88-11-49-10-8 1(-0 15-4-8 7-10-8 1.0-0 i> 120-11-4 0.1-0 548 Plate Offsets(X,Y)- LEdge,O-1-8],[4:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. I DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.69 1 Vert(LL) -0.21 12-13 >882 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 I BC 0.71 Vert(TL) -0.31 12-13 >588 240 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(TL) 0.04 8 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:81 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) 16=826/0-5-8 (min.0-1-8),8=832/Mechanical FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 16-17=-821/0,1-17=-820/0,7-8=-830/0,1-2=-820/0,2-3=-1966/0,3-4=-2504/0,4-5=-2510/0,5-6=-1957/0,6-7=-821/0 BOT CHORD 15-16=0/42,14-15=0/1536,13-14=0/2380,12-13=0/2510,11-12=0/2510,10-11=0/2510,9-10=0/1530,8-9=0/0 WEBS 1-15=0/1057,2-15=-996/0,2-14=0/598,3-14=-576/0,3-13=0/291,4-13=-307/199,4-12=-268/60,7-9=0/1093,6-9=-987/0,6-10=0/594,5-10=-813/0,5-11=-26/295 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 ?Truss - -Truss Type T Oty Ply A0059237 I Girder 8185 F09 Floor der 11 1 Job Reference(optional) - ` Building Component Supply,Green Cove Springs,FL u 1p2 L4 1 ID vn5TgW?eedIwVPM Cryzl9ydS5- TYE 2015 tPwZnHIndustries.dB M ZWaOWQMU WwyVuXu 0-1-8 �8 H�'�0-I OF 7$ I0 1 1-� 1 0.1Scale=1:34.2 1.5x3= Special 3x8 FP= 3x6 FP= 1.5x3- 6 4= 6 x 8= 5 c = 4x6 I I 4x6 I 5x6= 6x8= 1 2 4 5 6 7 8 9 10 11 12 11.\ nia -111C� 2-_ C � C��C iiI L 0 0 'd 9� 25 24 23 22 2120 19 18 17 16 15 14 83 6x8 6x8-- 6x8= 3x8 MT20HS FP= 4x8 II 34 FP 6x8 - 5x8= 5x6 0-3.8(0-1-8) 0-3-8(0-1-8) 1727#/0# 1290#/0# I 4-9-0 1 10-7-8 10-10-810-10-81 115012-4-8 20-3-0 4-9-0 5.10 7-10-8 Plate Offsets(X,Y)- [1:0-1-8,0-0-8],(3:0-3-0,Edge],(8:0-3-0,Edge],[9:0-3-0,Edge],[11:0-3-0,Edge],(12:0-1-8,Edge],(12:0-1-8,0-0-8],[13:Edge,0-3-0),[15:0-3-0,Edge),[17:0-3-0 ,Edge],(18:0-3-0,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.66 Vert(LL) -0.34 19-20 >696 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.92 Vert(TL) -0.54 19-20 >445 240 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.94 Horz(TL) 0.07 13 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight:164 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.1(flat)'Except' end verticals. B4:2x4 SP No.2(flat),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) 13=1290/0-3-8 (min.0-1-8),26=1727/0-3-8 (min.0-1-8) FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-26=-1723/0,12-13=-1272/0,1-2=-1979/0,2-3=-5344/0,3-4=-6599/0,4-5=-6909/0,5-6=-6909/0,6-7=-6389/0, 7-8=-6389/0,8-9=-5450/0,9-10=-3791/0,10-11=-3791/0,11-12=-1490/0 BOT CHORD 25-264-0/0,24-25=0/3851,23-24=0/6249,22-23=0/6249,21-22=0/6911,20-21=0/6911,19-20=0/6755,18-19=0/6389, 17-18=0/6389,16-17=0/4722,15-16=0/4722,14-15=0/2808,13-14=0/0 WEBS 3-23=-32/0,1-25=0/2540,2-25=-2433/0,2-24=0/1976,3-24=-1566/0,12-14=0/1882,11-14=-1745/0,11-15=0/1301, 9-15=-1231/0,9-17=0/1025,8-17=-1386/0,8-18=0/467,3-22=0/448,4-22=-413/0,4-20=-167/55,6-20=0/442,6-19=-979/0, 7-19=0/466 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 3x6 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. 6)CAUTION,Do not erect truss backwards. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)897 lb down at 4-9-0 on top 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+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:13-26=-10,1-12=-100 Concentrated Loads(Ib) Veil:3=-817(F) o Truss -Truss Type Oty -Ply ' 8165 F10 'Floor ,4 1 V A0059238 I Job Reference(optional) 1 1 Building Component Supply,Green Cove Springs.FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 t 8Tek Industries,Inc.Wed Oct 07 07:03:33 2015 Page 1 ID:fvvn5TgW 9edlwVPMOQyzl9ydSl5-pTY2E 1 tPwZnHeh2JseAdBAIKKZVILSP4nOMUWwyVuXu 0-1-8 H 11-13.0 2-0-0 0-11-8 Scale=1:33.6 4x6= 4x6-- 1.5x3= 4x6= 3x6 FP= 4x6 1.5x3 1 2 3 4 5 6 7 8 T2 9 10 '4141pMII 2 4 -,e '-' will/L 4111116WAL.. .. N'A: NM -'411 4111\i' 1/Iii/ 414IN IN.' 4/41111\r, N jit.1 MI MI lip 21 20 19 18 17 16 15 14 13 12 �� 4x6= 44= 1.5x3 I I 1.5x3 11 3x8 MT2OHS FP-- 4x6= 1.5x3 SP- 0-5-8(0-1-8) 4x6_- 0-5-8(0-1-8) 1094#/0# 1094#/0# 7-10-8 I 8-10-8 9-10-8 20-3-0 I - 7-10-8 1-0-0 1-0.0 10.4-8 Plate Offsets(X,Y)— [1:Edge,0-1-8],[4:0-1-8,Edge],[5:0-1-8,Edgej,[10:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 IC 0.83 Vert(LL) -0.4016-17 >606 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.97 Vert(TL) -0.6216-17 >388 240 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(TL) 0.09 11 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:103 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(flat)'Except TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 12:2x4 SP No.2(flat) end verticals. BOT CHORD 2x4 SP SS(flat)'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: B2:2x4 SP No.2(flat) 2-2-0 oc bracing:17-18,13-15. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 22=1094/0-5-8 (min.0-1-8).11=1094/0-5-8 (min.0-1-8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 22-23=-1087/0,1-23=-1086/0,11-24=-1088/0,10-24=-1087/0,1-2=-1124/0,2-3=-2821/0,3-4=-3917/0,4-5=-4452/0, 5-6=-4451/0,6-7=-4451/0,7-8=-3921/0,8-9=-2821/0,9-10=-1125/0 BOT CHORD 21-22=0/56,20-21=0/2124,19-20=0/3480,18-19=0/4452,17-18=0/4452,16-17=0/4452,15-16=0/4338,14-15=0/3489, 13-14=0/3489,12-13=0/2122,11-12=0/56 WEBS 1-21=0/1452,2-21=-1391/0,2-20=0/969,3-20=-916/0,3-19=0/668,4-19=-916/0,4-18=-86/341,10-12=0/1452, 9-12=-1387/0,9-13=0/971,8-13=-930/0,8-15=0/600,7-15=-581/0,7-16=-34/364,5-16=-426/322,5-17=-309/119 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 14=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 ,-- -- - Qfy-- --ply n9 Springs. Run:7.620 s Apr 3012015 Print: A0059239I 81 u5 Ft 1 Floor 1 1 7.620 s�Apr 30 2015 P,TeklIndustries,Inc.Wed Oct 07 07:03:33 2015 Page i Building Component Supply,Green Cove S AApp ge I D:fvvn5TgW 9ed IwVPMOQyzl9yd Sl5-pTY2E 1 tPwZnHeh2JseAd BAI H5ZYALRp4nQMU WwyVuXu 0-1-8 i 1-3-0 1-5-8 0-7-81 0-1x8 Scale=1:33.7 Special 4x6= 6x8= 1.5x3= 4x6= 3x6 FP= 1.5x3 II 4x6= +,; = 1 2 3 4 5 6 7 9 10 qY ii AB, q 24- i& ■/A ��--•I ri�— i �,=x-A%\x_ 25�Y 11111 22 21 20 19 18 17 76 15 14 13 2 el 4x6= 4x8= 1.5x3 1 3x12 M18SHS FP= 4x6= 4x6— 4x6= 0-3-8(0-1-8) 0-7-4(0-1-8) 1108#/0# 1863#/0# 8-10914-0 9-11-8 7-10.8 8-7.4 8-11-0 9.10.0 20-5-0 20-7-0 I 7-1 0-8 1 0-8-1 2 0.5-0-8 10-5-8 0-2-0 0-3-0 0-6-0 0-0.12 Plate Offsets(X,Y)– [1:Edge,0-1-8],[5:0-1-8,Edgel,j11:0-3-8,Edge],[13:0-2-12,Edge],[18:0-1-$,Edge],[25:0-1-8,0-0-1] LOADING(psf) 1 SPACING- 2-0-0 CSI. DEFL, in (loc) 1/deft L/d I PLATES GRIP TCLL 40.0 1 Plate Grip DOL 1.00 TC 0.97 Vert(LL) -0.38 17-18 >635 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.82 Vert(TL) -0.60 17-18 >405 240 M18SHS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.73 Horz(TL) 0.09 12 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:110 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat)"Except" TOP CHORD Structural wood sheathing directly applied or 4-1-0 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 10-0-0 oc bracing. B2:2x4 SP No.1(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 23=1108/0-3-8 (min.0-1-8),12=1863/0-7-4 (min.0-1-8) FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 23-24=-1101/0,1-24=-1100/0,12-25=-1855/0,11-25=-1815/0,1-2=-1140/0,2-3=-2865/0,3-4=-2865/0,4-5=-3991/0, 5-6=-4512/0,6-7=-4512/0,7-8=4588/0,8-9=-4045/0,9-10=-2961/0,10-11=-1269/0 BOT CHORD 22-23=0/57,21-22=0/2154,20-21=0/3542,19-20=0/4512,18-19=0/4512,17-18=0/4659,16-17=0/4449,15-16=0/3625, 14-15=0/3625,13-14=0/2268,12-13=0/96 WEBS 1-22=0/1472,2-22=-1410/0,2-21=0/990,4-21=-941/0,4-20=0/677,5-20=-850/0,5-19=-63/276,11-13=0/1532, 10-13=-1390/0,10-14=0/964,9-14=-924/0,9-16=0/584,8-16=-561/0,8-17=0/298,7-17=-298/113,6-18=-156/293, 7-18=-572/270 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 pitch breaks 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. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)760 lb down at 20-3-4 on top 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+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-23=-10,1-11=-100 Concentrated Loads(Ib) Vert:11=-760(F) • ;Job 'Truss Truss Type Qt ,Ply A0059240 8165 ��Green Cove Springs,FL Floor Supported Gable Run:7.620 s Apr 30 1 W 2015 Print:Job Reference(optional) . II Building Component Su 7.620 s Apr 30 2015 P Tek Industries,Inc.Wed Oct 07 07:03:33 2015 Page 1 ID:fvvn5Tg ?edIwVPMOQyzl9ydSl5-pTY2E1tPwZnHeh2JseAdBAIUAZkYLci4nQMUWwyVuXu 0-1-8 F1-1 44= 1-3-0 2 1.5x3 3 3x4 .:-al Scale=1:9.2 • 1 MI 7 I1 1.5x3= ■p - 1 / 1 ■ 87, 6 5 4 x4 3x4 3x4 2113 8) 2_5i-4-0(0-1-8) 2-4-0(0-1-8) — 0-1-x— I 2 z� I Plate Offsets KY)-- (5_0-1-8,Edge] 784637 194#/0a 17t/IO# LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.14 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 NO WB 0.03 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:17 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-5-8 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) 6=786/2-4-0 (min.0-1-8),4=17/2-4-0 (min.0-1-8),5=194/2-4-0 (min.0-1-8) FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 6-7=-781/0,1-7=-780/0,3-4=-15/0,1-2=0/0,2-3=0/0 BOT CHORD 5-6=0/40,4-5=0/0 WEBS 2-5=-144/0,1-5=-54/0 NOTES- 1)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 2)Gable studs spaced at 1-4-0 oc. 3)Non Standard bearing condition. Review required. 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)760 lb down at 0-2-4 on top 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+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:4.6=-10,1-3=-100 Concentrated Loads(Ib) Vert:1=-760(F) 'Tb --Truss Truss Type — i Qty Ply -- A0059242 8165 F14 ,Floor 1 1 Job Reference(optional) • Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc.Wed Oct 07 07:03:34 2015 Pne 1 ID:fvvn5TgW?ed IwVPMOQyzl9ydSl5-Hf5QRNu2htv8GrdVQLhsjOrgGz3g42nE04622MXt 0-1-8 3x4== H 3x4= 1-3-0 21.5x L__ 1-0-0 3 11.5x3 II 4 ?Al Scale=1:9.1 T1 — ■\ _ - - -- 9 ,, 10 lip 1.5x3 1.5x3= BL7 t31 , " 3x4= II 7 6 3x4= . 3x4= 3x4 0.3.0(0-1-8) 0-3-8(0.1-8) 1-7-8 2-1-8 2-7 8 4-3-0 I 1-7-8 I 0-6-0 I 0-6-0 1.7-8 Plate Offsets(X,Y)- [40-1 -1-8,Edge],[7:0-1 B,Edge] ],[6:0 214#/0# LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/def Ud PLATES GRIP TCLL 40.0 I Plate Grip DOL 1.00 TC 0.12 Vert(LL) -0.00 7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.09 Vert(TL) -0.01 7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:26 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-3-0 oc puriins, 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) 8=214/0-3-0 (min.0-1-8),5=214/0-3-8 (min.0-1-8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 8-9=-207/0,1-9=-207/0,5-10=-207/0,4-10=-207/0,1-2=-181/0,2-3=-181/0,3-4=-181/0 BOT CHORD 7-8=0/11,6-7=0/181,5-6=0/11 WEBS 4-6=0/226,1-7=0/226,2-7=-136/0,3-6=-136/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job (Truss Truss Type Qty "Ply A0059243, 8165 1F15 Floor 2 1 1 1-_ 1Job Reference(optional) . 1 Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries.Inc.Wed Oct 07 07:03:34 2015 Page ID:fvvn5TgW7ed IwVPMOQyzl9ydSl5-Hf 5QRNu2htv8GrdVQLhsjOrg8z3a42mE04622MyVuXt 3x4 - 0-3-0 1 11 x4= 1-3.0 2_1.5x3- --___ 0-9-8 311.5x3 1 4 21 Scale=1:9.1 T1 10 I 1.513= 1 " Ifi 1 9 3x6- L1BL1 W1 tri 3x4= 3x4= ►4,44 7 6 3x6= 1 3x4= 0-3-8(9409)_ I 1-0.12 1T1-8---1-7-0 1.7181--10-6 2-2-82.34 2-8-0 - 1 438 0.5-0(0-1-8) - 0-6-0 0-6-12 0-0-12 0-5-8 0.0-8 0.1-6 0-4-0 0-0.12 0-4-12 1-7-8 0.1.8 212S/Olt Plate Offsets(X,Y)-- [4:0-1- f ,[6:0-1-8,Edgel,[7_0-1-8,Edge],[9:0-3-0,0-0-01 f _LOADING(psf) 1 SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.12 Vert(LL) -0.00 7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.10 Vert(TL) -0.01 7-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:26 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-3-8 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) 8=195/0-3-8 (min.0-1-8),5=212/0-5-0 (min.0-1-8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 8-9=-189/0,1-9=-190/0,5-10=-207/0,4-10=-207/0,1-2=-181/0,2-3=-181/0,3-4=-181/0 BOT CHORD 7-8=0/38,6-7=0/181,5-6=0/11 WEBS 4-6=0/227,1-7=0/190,2-7=-118/0,3-6=-132/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1 Job ,Truss Truss Type ;Qty Ply I A0059244 1 8165 F16 Floor 3 9 I 1 ■ Building Component Supply.Green Cove Springs.FL Run:7.620 s Apr 30 2015 Print:7.62 Reference 15 MTek I _ - 1 _ , � ppne -- _- -- � T 7.620 s Apr 30 2015 MTek Industries,Inc.Wed Oct 07 07:03:34 2015 Paggee 1 ID:fwnS W7edIwVPMOQyzl9ydSl5-Hf5ORNu2htv8GrdVQLhsjOrgGz3e421E04622MyVuXt 3x4 0-1-8 11_1 3x4= 1-3-0 2 1.5x1 11 1.0.8 3.1.5x3 II 4 4-1$ Scale=1:9.1 I " 3x4= 3x4= :• 7 8 3x4= 3x4 0.3-8(0-1-8) 0-3-8(0-1-8) 1-7-8 2-1-12 2-8-0 I 4-3-8 1-7-8 0-6-4 0.6.4 1-7-8 Plate Offsets(X,Y)- [4.0-12 J,j6:0-1-8,Edge),(7:0-1-8 Edge) 216#10# LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.12 Vert(LL) -0.00 7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.10 Vert(TL) -0.01 7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:26 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-3-8 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) 8=216/0-3-8 (min.0-1-8),5=216/0-3-8 (min.0-1-8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 8-9=-210/0,1-9=-209/0,5-10=-210/0,4-10=-209/0,1-2=-184/0,2-3=-184/0,3-4=-184/0 BOT CHORD 7-8=0/11,6-7=0/184,5-6=0/11 WEBS 1-7=0/230,2-7=-138/0,4-6=0/230,3-6=-138/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard .. ^Truss - — -Truss Type Qty Ply A0059245 8185 Building Component Supply,Green Cove Springs,FL 'Floor Run:7.620 0s 2 Apr 30 30 1 Job Reference s 30 2015 15 k6Tek I I -- 5T 2015 Print 7.820 s Apr 30 2015 Ail'ek Industries,Inc.Wed Oct 07 07:03:34 2015 Paget g ?edlwVPMOQyzl9ydSt5•Hf5QRNu2htv8GrdVQLhsiOrg4z3m42rE04622MyVuXt 3x6 0.1.8 1 3x4= 130 --.. 2_1.5x3 II 0.9_8__ __ 3 1.5x3 I 4 Scale=1:9.1 T1 • I1.5x3 1 W1 W1 Y 131 " 3x4= 3x4= 8♦ 7 6 5 208#/0# 3x4 - 3x4 II 0-3-8(0-1-8) 1-7-8 t 2-0-4 I 2-5-0 --i 4-0-8 USP-T-HD46 1-78 0-4-12 0.4-12 1-7-8 Plate Offsets(X,Y)-- [6:0-1-8,�/:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (Ioc) Udefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.13 Vert(LL) -0.00 6 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.09 Vert(TL) -0.01 6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:26 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-0-8 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) 8=202/0-3-8 (min.0-1-8),5=208/Mechanical FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 8-9=-196/0,1-9=-196/0,4-5=-201/0,1-2=-166/0,2-3=-166/0,3-4=-166/0 BOT CHORD 7-8=0/10,6-7=0/166,5-6=0/0 WEBS 4-6=0/218,1-7=0/208,2-7=-124/0,3-6=-129/0 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. 5)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard Job truss truss Type Qty Ply --1 A0059248 8185 F18 GABLE Run:7.620 s Apr 30 1 • Job Reference(optionalZ_ BuMing Component Supply,Green Cove Springs.FL 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc.Wed Od 07 07:03:35 2015 P 1 pp.�.gg ID:fvvn5TgW?edIwVPMOQyzI9ydS15-IrfoejvgSA1?u_Chz3C5GbNrGMQCpW9NFkrbapyVuXs N 1 3 x 4= 2 1.5x3 ,I 3 1.5x3 I I 4 3x4 I I Scale=1:9.1 J 9 — 1.5x3 W1 ST7 ST1 W1 W1 BL1 1 • •••••••••••••••••••• ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •..•'..•�•�•••••�•�•�•••*••••••i i•.S•�S�•�:+:.•.:��:.i i iS***•i:.:,:.:+:.:.•�.:.:4�•••S•SS S•�•••�•i••�•••�•S•S i i i•••••SS••••e•�S�i i i5 5 5 ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• 8 7 6 5 3x4— 3x4 1.5x3 3x4 1$12 _ 2-10-12 4-0-8 1-6-12 1-4-0 I 1-1-12 Plate Offsets(X,Y)— [7:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a - n/a 999 I MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Ina YES I WB 0.04 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 1 (Matrix) Weight:24 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-0-8 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) 8=58/4-0-8 (min.0-1-8),5=43/4-0-8 (min.0-1-8),7=173/4-0-8 (min.0-1-8),6=137/4-0-8 (min.0-1-8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 8-9=-52/0,1-9=-52/0,4-5=-39/0,1-2=0/0,2-3=0/0,3-4=0/0 BOT CHORD 7-8=0/3,6-7=0/0,5-6=0/0 WEBS 2-7=-155/0,3.6=-125/0,1-7=-4/0 NOTES- 1)Gable requires continuous bottom chord bearing. 2)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 3)Gable studs spaced at 1-4-0 oc. 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 1Job ;Truss Truss Type — -Qty .Ply A0059248 18165 �P20 Floor '3 1 �_____ _L Job Reference(optional)- _ Building Component soppy,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 FATek Industries,Inc.Wed 0c107 07:03:35 2015 Pne 1 I D:fvvn 5Tg W?ed IwV P MOQ yz l9yd SI5-I rfoel vg SA 1?u_Chz3C5Gb N l h M H MpQLN Fk rba pyVuXs 0-1-8 H I— 1-3-0 — I I 1-0-8 I 0-.1r8 Scale= 19.5 3x8= 1.5x3= 3x6= 1 2 3 4 5 6 • 1111111 En - Ill# IME NW ism Sow i ..h.. .A&..., . tIIIAP!AllIlIlhiharillriAl. ma 5 NE CIA ,6 ii 13 12 11 10 9 8 1.5x3 II 1.5x3 II 3x6= 0-5.8(0-1-8) 0-5-8(0-1-8) 642#/0# 642#/0# 12-0-8 1-6-0 4-0-0 5-4-8 ,5-10-121 65-0 7.9.8 10-3-8 11-8-0 11- 1-6-0 2-6-0 1-4-8 0-6-4 0-6-4 I 14.8 I 2-6-0 1-4-8 0-1-8 0-3-0 Plate Offsets((,Y)- [3:0-1-8,Edge],[4:0-1-8,Edgel,f6:0-3-8 Edge],[8 0 1-8,Edge],[16:0-1.8,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) /deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.46 Vert(LL) -0.05 10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.58 Vert(TL) -0.08 10 >999 240 BCLL 0.0 1 Rep Stress Incr YES WB 0.41 Horz(TL) 0.02 7 n/a n/a BCDL 5.0 I Code FBC2014/TPI2007 (Matrix) Weight:68 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) 14=642/0-5-8 (min.0-1-8),7=642/0-5-8 (min.0-1-8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 14-15=-638/0,1-15=-637/0,7-16=-634/0,6-16=-60410,1-2=-616/0,2-3=-1371/0,3-4=-1585/0,4-5=-1416/0,5-6=-710/0 BOT CHORD 13-14=0/33,12-13=0/1148,11-12=0/1585,10-11=0/1585,9-10=0/1585,8-9=0/1229,7-8=0/33 WEBS 1-13=0/792,6-8=0/856,2-13=-740/0,5-8=-722/0,2-12=0/325,5-9=0/295,3-12=-367/0,4-9=-329/0,3-11=-96/127,4-10=-109/114 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 'Truss TrusiT.pe f Qty 'Ply A0059249 8165 1F21 Floor 1 1 'Job Reference"optional) Building Component Supply.Green Cove Springs,FL Run:7.620 s Apr 30 2015 Pmt 7.620 s Apr 30 2015 MTek Industries,Inc.Wed Od 07 07:03:35 2015 IrVe 1 ID:fwn5TgW?edIwVPMOQyzI9ydSI5-IrfoejvgSA1?u_Chz3C5GbNmQMH3PRPNFkrbapyVuXs 0-1-8 0-118 H I 1-3-0 I F - Scale=1:19.8 154= 1.5x3= 1 2 3 4 5 6 T1 5 ,' ', 16 Fill : i i q ii ... 3.02 .11111, — a NM NM INS =, 13 12 11 10 9 8 1.54 II 1.54 II 0-5-8(0-1-8) 0-8-8(0-1-8) 642#/0# 642#/0# L 1-6-0 4-0-0 — l 5-4-8 6-0-4 _6-8-0 I- - 8-0-8 I 10-6-8 l 12-0-8 l 1-6-0 2-6-0 1-4-8 0-7-12 0-7-12 1-4-8 2-6-0 1-6-0 Plate Offsets(X,Y)— [3:0-1-8,Edge],[4:0-1-8,Edge],[6:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Udefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.41 I Vert(LL) -0.0611-12 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.60 Vert(TL) -0.0911-12 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.02 7 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:64 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) 14=642/0-5-8 (min.0-1-8),7=642/0-8-8 (min.0-1-8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 14-15=-638/0,1-15=-637/0,7-16=-638/0,6-16=-637/0,1-2=-616/0,2-3=-1371/0,3-4=-1580/0,4-5=-1371/0,5-6=-616/0 BOT CHORD 13-14=0/33,12-13=0/1148,11-12=0/1580,10-11=0/1580,9-10=0/1580,8-9=0/1148,7-8=0/33 WEBS 6-8=0/792,1-13=0/792,5-8=-741/0,2-13=-741/0,5-9=0/328,2-12=0/328,4-9=-374/0,3-12=-374/0,3-11=-100/121,4-10=-100/121 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(0.13t'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 y A0059250 Pl-- Page 8165 F22 Floor ID:fwn5T W?ed1wVPM Job Reference (optional" .MTeA1?u_Chz3C.Wed Oct MI?pR3:35 201 pyVuXs ' Building Component Supply,Green Cove Springs,FL Run:7.620 s r 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc.Wed O 07 07:03:35 2015 P 1 9 0-1-8 0.1 8 H I I I 1-3-0 1-0-0 Scale=1:19.3 1.5x3= 1.5X3= 1 2 3 T1 4 5 6 + \ %\ %. 5 16 imil 11 3.-0/Alh .-.4 _ AA, IITIN 13 12 11 10 9 8 ■ 1.54 II 1.54 II 0-5-8(0-1-8) 0-5-0(0-1-8) 626#/0# 626#/0# 1-6-0 4-0-0 5-4-8 5-10-8.6-4.8 7-9-0 10-3-0 11-9-0 1.8-0 I 2-6-0 I 1-4-8 1 0.6.0'0-6-0 1-4-8 I 2-6-0 I 1.6-0 I Plate Offsets(X,Y)— [3:0-1-8,Edge],[4 0-1-8,Edge),[6:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 1 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.40 Vert(LL) -0.05 11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.54 Vert(TL) -0.0810-11 >999 240 BCLL 0.0 Rep Stress Ina YES WB 0.37 Horz(TL) 0.02 7 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:63 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) 14=626/0-5-8 (min.0-1-8),7=626/0-5-0 (min.0-1-8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 14-15=-622/0,1-15=-621/0,7-16=-622/0,6-16=-621/0,1-2=-598/0,2-3=-1319/0,3-4=-1510/0,4-5=-1319/0,5-6=-598/0 BOT CHORD 13-14=0/32,12-13=0/1114,11-12=0/1510,10-11=0/1510,9-10=0/1510,8-9=0/1114,7-8=0/32 WEBS 6-8=0/769,1-13=0/769,5-8=-718/0,2-13=-718/0,5-9=0/304,2-12=0/304,4-9=-339/0,3-12=-339/0,3-11=-102/119.4-10=-102/119 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 �6— —TTruss Truss Type — —ay 'Ply i A0059251 8165 FG01 Flat Girder 1 • I Z Job Reference(optional) I Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 P 61 ek Industries,Inc.Wed Oct 07 07:03:36 2015 P8981 ID:fvvn5TgW?edIwVPMOQyzl9ydSl5-D1 DBs3vIDU9sV8nuXmkKopwwlmbSYnTWUOb86FyVU Xr 0-7-8 3.2-8 6.1-8 9-1-0 12-0-8 0-7-8 i 2-7-0 l 2-11-0 2-11.8 2-11-8 Scale=1:20.1 Special Special Special Special 3 x 4 I I Special 2x4 I I Special 3i 8= 2x4 I 4x6= 1 2 3x8= Special 3 Special 4y Special 5 Special 6 T1 W W2 W1 W1 W,---------1----------_______. El-W1 W5 W 81 E 12 N 10 9 8 . Special 11 4x10 2x4 II 4x10- 7 2x4 I 2x4 I It 0-8-8(0.1-8) 0-3.8(0-(0-1-12) 30031/-185# 2477#/-52# 0-7-8 105.121 l 3-2-8 _ 8.1.8 9-1-0 1208 0572 - --- 2-7-0- ---- -- .. 2-71-0 ._ I 2-11-8 I 2.11-8 0-1-12 Plate Offsets(X,Y)– [2:0-2-8,0-1-8],[6:0-2-4,0-2-0],[8:0-2-8,0-1-12],[10:0-4-0,0-1-12]_-- r LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Uri PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.13 9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.32 9 >422 180 BCLL 0.0 • Rep Stress Ina NO WB 0.74 Horz(TL) 0.05 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:133 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-13 oc purlins, except BOT CHORD 2x4 SP SS end verticals. WEBS 2x4 SP No.3*Except BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W2,W5:2x4 SP No.2 REACTIONS. (lb/size) 7=2477/0-8-8 (min.0-1-8),11=3003/0-3-8 (min.0-1-12) Max Uplift7=-52(LC 4),11=-185(LC 4) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-12=0/26,1-2=-352/19,2-3=-6461/721,3-4=-6461/721,4-5=-6272/521,5-6=-6272/521,6-7=-2381/69 BOT CHORD 11-12=-19/352,10-11=-19/352,9-10=-1525/10214,8-9=-1525/10214,7-8=0/343 WEBS 2-11=-2916/194,2-10=-748/6516,3-10=-978/0,4-10=-3950/846,4-9=-96/86,4-8=4143/1055,5-8=-676/0,6-8=-555/6263 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=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 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 20.0psf 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 52 lb uplift at joint 7 and 185 lb uplift at joint 11. 8)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. 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)2428 lb down and 1020 lb up at 6-1-8 on top chord,and 1 lb down at 0-1-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 11)Special hanger(s)or other connection device(s)shall be provided starting at 0-1-12 from the left end to 11-10-12 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 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Continued on page 2 _ - (Job Truss iTrussType Qty Ply A0059251 8165 FG01 Flat Girder 1 ng Component Supply.Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:Jot Reference(optional) W -Building 7.820 s Apr 30 2015 MiTek Industries,Inc.Wed Oct 07()7:03:36 2015 P 2 ID:fvvn5Tg ?edlwVPMOQyz19ydS15-D1 DBs3vIDU9sV8nuXmkKopww1mbSYnTWUOb86F�Xr LOAD CASE(S) Standard Uniform Loads(plf) Vert 1-4=-294,4-6=-184,7-12=-20 Concentrated Loads(Ib) Vert:12=-1(F)4=-2428 2)Dead+0.75 Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-270,4-6=-174,7-12=-20 Concentrated Loads(Ib) Vert 12=-1(F)4=-2125 12)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-4=-199,4-6=-144,7-12=-20 Concentrated Loads(Ib) Vert:12=-1(F)4=-1214 Job Truss TruiType Qty Ply A0059252 ' 8185 FG02 FLOOR 1 i I 2 job R eference(optional)- • Building Component Supply.Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 a Apr 30 2015 MTek Industries,Inc.Wed Od 07 07:03:36 2015 Page 1 ID:fvvn5TgW7edlwVPMOQyzl9ydSl5-D1 DBs3vIDU95V8nuXmkKopwpWmXvYnFWUOb86FyVuXr 43-0 860 I 4-3-0 4.3-0 Scale=1:15.6 2x4 ,I 4x10- 1 4x10= 2 3 W2 W1 W2 - — — 81 U THD46 THD46 THD26-2 Special THD46 7 8 5 9 10 4.________------ --7;r- J 10x16 M18SHS 2x4 I 2x4 0-3-8(0-2-1) 0-2-8(0-1-11) 3446#/0# 2813#/0# 4-3-0 8-6-0 I 4 3-0 I 4-3-0 H • LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) l/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.90 Vert(LL) -0.16 5 >621 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.94 Vert(TL) -0.24 5 >403 240 M18SHS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.75 Horz(TL) -0.00 4 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:93 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-6 oc purlins, except BOT CHORD 2x6 SP No.2 end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W2:2x4 SP No.1 REACTIONS. (lb/size) 6=3446/0-3-8 (min.0-2-1),4=2813/0-2-8 (min.0-1-11) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-6=-2024/0,1-2=-7663/0,2-3=-7663/0,3-4=-2024/0 BOT CHORD 6-7=-0/0,7-8=-0/0,5-8=-0/0,5-9=-0/0,9-10=-0/0,4-10=-0/0 WEBS 1-5=0/7869,2-5=-35110,3-5=0/7869 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 0-6-0 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)All plates are MT20 plates unless otherwise indicated. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. 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)Use USP THD26-2(With 16d nails into Girder&10d nails into Truss)or equivalent at 4-0-0 from the left end to connect truss(es)FG03 (2 ply 2x6 SP)to front face of bottom chord. 8)Use USP THD46(With 16d nails into Girder&10d nails into Truss)or equivalent spaced at 4-0-0 oc max.starting at 0-7-12 from the left end to 6-7-12 to connect truss(es)F06(1 ply 2x4 SP)to back face of bottom chord. 9)Fill all nail holes where hanger is in contact with lumber. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1074 lb down at 4-7-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-100.4-6=-10 Concentrated Loads(lb) Vert:5=-1060(F)7=-1074(B)8=-1074(B)9=-1074(B)10=-1074(B) russ JTruss Type Oty (Ply n0059253I 8165 FG03 FLOOR 1 II 2 Job Reference(optlon_al) • Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30-2015 Print:7.620 s Apr 30 2015 AATek Industries,Inc.Wed Od 07 07:03:36 2015 P 1 ID:fvvn5TgW?edlwVPMOQyzl9ydSl5-D1 DBs3vIDU9sV8nuXmkKopw_Ymg7YyyWUOb86FyVuXr F — 3-5-0 3-5-0 1 3x4= 2 2x4 Scale=1:9.1 T1 W1 4V2 W1 17- 1 1 THD46 THD46 4x5 4 5 6 3 1071#/0# 917#/0# 2x4 I USP THD26-2 3-5 USP MSH422 3-5-0 Plate Offsets(X,Y)— [1:0-1-12,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.19 Vert(LL) -0.01 3-4 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.35 Vert(TL) -0.02 3-4 >999 240 BCLL 0.0 Rep Stress Ina NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2014/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=1071/Mechanical,3=917/Mechanical FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-4=-156/0,1-2=0/0,2-3=-156/0 BOT CHORD 4-5=-0/0,5.6=-0/0,3-6=-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. 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 THD46(With 16d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 0-6-12 from the left end to 2-6-12 to connect truss(es)F08(1 ply 2x4 SP)to front 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=-10 Concentrated Loads(Ib) Vert:5=-822(F)6=-822(F) Ply .59 54 Job - - Truss - Truss Type Oty 1 '' A0059254 8165 FG04 FLAT GIRDER 7 1 3012015 Print:J Job 6b0 s Reference nce(optional)nndustries,Inc.Wed Oct 07 07:03:372075 P 1 I Building Component Supply,Green Cove Springs,FL Run: 620 s Apr Apr ID:fvvn5TgW9 edlwVPMOQyzl9ydSl5-hEnZ3Oww_nHj71M45UFZL0T7nA3AHJ6gi2Kifh uXq 2-11.8 5-11-0 2-11-8 2-11-8 Scale=1:12.4 Special Special 3x4= 2x4 I! Special 3x4= 1 SPed 2 T W1 W1 _ _ W1 - W2 -i-i =1 B, - Al 7 THD46 5 3x8- THD46 6 4 2x4 II 2x4 'I NAILED 0-5-8(0-1-8) 0-3-8(0-1-8) 1012#/0# --- 2-11-8 ---- 5-11-0 _ 1026#lt 2-11-8 2-11-8 LOADING(psf) 1 SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 1 Plate Grip DOL 1.00 TC 0.35 Vert(TL) -0.01 5 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.17 Vert(TL) -0.03 5 >999 240 BCLL 0.0 • Rep Stress Incr NO WB 0.39 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Wind(LL) 0.01 5 >999 240 Weight:66 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-0 oc purlins, except BOT CHORD 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) 6=1012/0-5-8 (min.0-1-8),4=1017/0-3-8 (min.0-1-8) Max Grav6=1012(LC 1),4=1026(LC 2) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-6=-888/0,1-2=-1548/0,2-3=-1548/0,3-4=-888/0 BOT CHORD 6-7=0/0,5-7=0/0,5-8=-0/0,4-8=0/0 WEBS 1-5=0/1635,2-5=-1118/0,3-5=0/1635 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp 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)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). 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)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. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 10)Use USP THD46(With 16d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-1-12 from the left end to 4-1-12 to connect truss(es)F17(1 ply 2x4 SP)to front face of bottom chord. 11)Fill all nail holes where hanger is in contact with lumber. 12)"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. 13)Special hanger(s)or other connection device(s)shall be provided starting at 0-1-12 from the left end to 5-9-4 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 ;City ply A0059254 13165 Buildi Component FG04 FLAT GIRDER ID 20s 30 2015 Print Building ponent Supply,Green Cove Springs,FL Run:7.8 Jot Reference 2015 MTek Industries,7.620 s Ap 30 2015 MTek Industries.Inc.Wed Oct Od 07 07:03:37 2015 Pape 2 fvvn5TgW?edlwVPMOOyzl9ydSI5-hEnZ30ww_nHj71M45UFZL0T7nA3AHJ6gi2K'dhyVuXq LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-334,4-6=-10 Concentrated Loads(Ib) Vert:6=-1(F)7=-47(F)8=-47(F) 2)Dead+0.75 Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-294,4-6=-10 Concentrated Loads(Ib) Vert:6=-1(F)7=-161(F)8=-161(F) 12)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-3=-174,4-6=-10 Concentrated Loads(Ib) Vert:6=-1(F)7=-198(F)8=-198(F) -JoT> Truss 'Truss Type IOIy iFN A00592551 8165 FT01 FLOOR 1 1 0 Job Reference(optional) : Building Component Supply,Green Cove Springs,FL Run:7.620 sqpr 30 2015 Print_7.620 s Apr 30 2015 MiTek Industries.Inc.Wed Oct 07 07:03:37 2015 Pagge 1 ID:fvvn5Tg W?ed IwVPMOQyzl9ydS15•hEnZ30ww_nHj71M45UFZLOTI eAxAHOfgi21<dhyVuXe 2-8-0 5-4.8 ------ 1 +— 2-8-8 2-8-0 Scale=1:9.9 0.25(12 9 , 4x6= 4 1 2 3 2)1 4 I'. —1 W4 1 -W3- r '9 B1 2x4 II 8 8 t 10x12= 3 x 4 1 1 1 0-44- 0:3-8(0-1-8) - 28112 I 5-4-8 038(41"$) Plate Offsets(X,Y)- [4:0-2-15,Edge]_ i LOADING(psf) aioNG- 2-0-0 CSI. DEFL in (loc) Ildefl Ud PLATES 4 aLlUP TCLL 80.0 Plate Grip DOL 1.00 TC 0.75 Vert(LL) -0.05 6 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.68 Vert(TL) -0.07 6 >757 240 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:18 lb FT=20% 1 LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-8 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=494/0-3-8 (min.0-1-8),7=574/0-3-8 (min.0-1-8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-8=0/27,1-2=-412/0,2-3=-420/0,3-4=-415/0,4-5=-354/0,4-9=0/0 BOT CHORD 7-8=0/413,6-7=0/413,5-6=0/413 WEBS 3-6=-251/0,2-7=439/0 NOTES- 1)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard -Job truss Truss Type — Oty 'Ply A0059256 8165 HJO2 Jack-Open Girder 7.620 s Apr 30 1 1 JobReefference(optional)- I 9 q ' Buikting Component Supply,Green Cove Springs.FL Run:ID:fwn5TgW IedlwVPMO62 zI y SI5-hE3TOww_nHj7lM45UFZLOTBkA4y PB i2K5fi uX 2-9-3 2-9-3 Scale=1:9.6 3.5412 2 1 li T1 1 9 64#/-32# in 1r: -20# 4 0-7-0 it 1 HW1 I ` 1 !J ►, 4 3 3x4= 50#/-5# 3x5 II 2-9-3 2-9-3 Plate Offsets(X,Y)_j1_0-1-10,0-4-4] LOADING(psf) I SPACING- 2-0-0 CSI. DEFL in (loc) I/defl lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.01 3-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(TL) -0.01 3-7 >999 180 BCLL 0.0 • Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 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 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=108/0-7-0 (min.0-1-8),2=64/Mechanical,3=44/Mechanical Max Horz 1=33(LC 12) Max Uplift1=-20(LC 12),2=-32(LC 12),3=-5(LC 12) Max Grav1=108(LC 1),2=64(LC 1),3=50(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-54/26 BOT CHORD 1-4=-211/118,3-4=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 Corner(3)zone;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 20 lb uplift at joint 1,32 lb uplift at joint 2 and 5 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 iTruss -- Truss Type — Qty y A0059257 1 8165 iHJ03 Jack-Open Girder .2 I ■ • I I !JobReference(optional) i Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries.Inc.Wed Oct 07 07:03:37 2015 Page 1 I D:fvvn5Tg W7ed IwVPMOQyzl9yd SI5-hEnZ30ww_n Hj71 M45U FZLOTBQA3PHPBg i2KifhyVuXq f 2-9-3 2-9-3 Scale=1:9.6 3.54 r12 2 . li ..-1 ;1 T1 1 54#/-35# u� 4 129#/- HWi f�0415(01 ) �1 ))(" 4 3 3x4 A 41#/-2911 3x5 I I 054 2-9-3 05-4 I 2-3-15 Plate Offsets(X,Y)- [1:0-1-10,0-4-4] LOING(psf) 1 AD SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) 0.01 3-9 >999 240 MT20 244/190 1 TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(TL) 0.01 3-9 >999 180 BCLL 0.0 • Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 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 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=129/0-4-15 (min.0-1-8),2=54/Mechanical,3=33/Mechanical Max Horz 1=33(LC 12) Max Uplift 1=-69(LC 12),2=-35(LC 12),3=-29(LC 12) Max Grav1=129(LC 1),2=54(LC 1),3=41(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-8=-11/9,1-1=-26/69,1-2=-40/12 BOT CHORD 1-9=-3/3,1-5=-113/36,1-4=-156/53,3-4=0/0 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)zone;cantilever 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 69 lb uplift at joint 1,35 lb uplift at joint 2 and 29 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 (J� Truss truss type -- Qty Ply 0o IL A0059258 8165 T01 Half Hip Girder 2 1 Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 a Apr 30 2015 Print:7.620 s Apr 30 2015 MTek Industries.Inc.Wed Oct 07 07:03:38 2015 Page 1 ID:fvvn5Tg W?ed IwVPMOQyzl9ydSl5-9OLxH kxY15PalSxGfBmouE?Mfa NIOs_pxi4 FB7yVuXp 2-0-0 4-0-0 2-0-0 2.0-0 SPedal A 2 3 2x4 Scale=1:9.6 5.00 ITT 4x5= T2 T1 I W1 W1 HW1 TY B1_ 6 5 q 3 x 4= 2 x 4 1 1 Spedal 144#1-55# 2x4 (0-1-8) 2-0-0 l 4-0-0 -09# 2 0 0 2-0-0 Plate Offsets(X,Y)-- [1:0-1-12,0-0-14j LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.03 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.28 Vert(TL) -0.04 5 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.03 I Horz(TL) 0.01 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) 1 Weight:17 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 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 2x4 SP No.3 1-6-0 ( MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS. (lb/size) 1=141/0-5-8 (min.0-1-8),4=144/Mechanical Max Horz 1=31(LC 25) Max Upliftl=-39(LC 8),4=-55(LC 8) FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-63/29,2-3=0/0,3-4=-56/40 BOT CHORD 1-6=-51/74,5-6=-13/15,4-5=0/0 WEBS 2-5=-117/101 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 39 lb uplift at joint 1 and 55 lb uplift at joint 4. 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)153 lb down and 110 lb up at 2-0-0 on top chord,and 32 lb down and 58 lb up at 2-2-2 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(pif) Vert:1-2=-60,2-3=-60,4-7=-20 Concentrated Loads(Ib) Vert:2=38(B)5=-32(B) 1 Job Truss— 1 I fuss Type Qty 'Ply A0059259 8165 T02 Hip Girder i 1 1 Job Reference(optional) J Building Component Supply.Green Cove Springs.FL —-- L----- _-- _-- ---- -Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MTek Industnes,Inc.Wed Oct 07 07:03:38 2015 Page 1 I D:fvvn5Tg W 7ed IwV PMOQyzl9yd SI5-9QLxH kxY15Pa1SxGf B mou E7B BaGYOmRpxi4FB7yVuXp 4-0-0 7-3-8 8-7-8 9-11-8 11-3-8 12-7-8 15-11-0 19-11 I— f —i r 4.0.0 3-3-8 1.40 14-0 1-4-0 1-4-0 3-3-8 4-0-0 Scale=1:34.1 4x5 7 4.. 11 34 Special NAILS. 5 T3 • 13 NAILED 4x5 4x5= D 4x5-- 5.00112 W4 W4 , 9 x5 �10NAILED NAILS' S. ,�100�� I I • 1I •' �II■ILE I • I I till 1 r 1 1 l 16 N MI nn n �+� nn nn II _ 16 T, 22 31 21 32 33 20 19 34 18 35 17 3x4= 3x4 NAILED NAILED NAILED 3x8 MT2OHS NAILED 3x4 NAILED — 4x5= 4x5= 0-5-8(0-1-8) NAILED NAILED NAILED NAILED 3x4 0-5-8(0-1-8) 1141•/-420# 1141•/-420# I 4-0-0 9-11-8 15-11-0 19-11-0 4-0-0 5-11-8 5-11-8 4-0-0 Plate Offsets(X,Y)- [1_Edge,0-1-12],[3:0-4-9,0-2-4],[8:0-5-0,0-2-8],[14:0-0-3,0-2-41,[16:Edge,0-1-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.14 18-20 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.29 18-20 >792 180 MT2OHS 187/143 BCLL 0.0 • Rep Stress Incr NO WB 0.38 Horz(TL) 0.07 16 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:115 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-14 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-7-14 oc bracing. WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):8 SLIDER Left 2x4 SP No.3 1-6-0,Right 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=1141/0-5-8 (min.0-1-8),16=1141/0-5-8 (min.0-1-8) Max Horz 1=67(LC 7) Max Uplift1=-420(LC 8),16=-420(LC 8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-2005/750,2-3=-1825/717,3-4=-1140/546,4-6=-1140/546,6-8=-1140/546,8-10=-1141/546,10-12=-1141/546, 12-14=-1141/546,14-15=-1826/717,15-16=-2006/751,3-36=-775/220,5-36=-741/217,5-37=-729/234,7-37=-697/231, 7-9=-723/264,9-11=-723/264,11-38=-697/231,13-38=-729/234,13-39=-741/217,14-39=-775/220 BOT CHORD 1-22=-172/430,22-31=-649/1808,21-31=-649/1808,21-32=-898/2319,32-33=-898/2319,20-33=-898/2319, 19-20=-898/2319,19-34=-898/2319,18-34=-898/2319,18-35=-650/1809,17-35=-650/1809,16-17=-173/430 WEBS 2-21=-33/267,8-21=-522/260,8-20=0/376,8-18=-536/259,15-18=-33/268,8-9=-46/349,10-11=-108/71,12-13=-41/41, 4-5=-44/41,6-7=-108/71 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;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)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 20.0psf 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 420 lb uplift at joint 1 and 420 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)"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)89 lb down and 78 lb up at 4-0-0, and 89 lb down and 78 lb up at 15-11-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. 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 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Continued on page 2 Job Truss Truss Type Qty I Ply A0059259 8165 Hip Girder 1 1 Job Reference(optional) Budding Component Suppy.Green Cove Springs,FL Run:7.620 a Apr 30 2015 Pr nC 7.620 sApr 30 2015 MiTek Industries.Inc.Wed Oct 07 07:03:38 2015 P 2 ID:fvvnSTg W?ed IwVP MOUyzl9yd SI5.9OLxHkxYl5PalSxGfBmouE?B BaGYOmRpxi4FB7yVUXp LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-2=-60,2-3=-60,14-15=-60,15-16=-60,23-27=-20,3-9=-60,9-14=-60 Concentrated Loads(lb) Vert:2=-35(B)15=-35(B)19=-33(B)21=-33(B)20=-33(B)18=-33(B)9=-35(B)31=-124(B)32=-33(B)33=-33(B)34=-33(B)35=-124(B)36=-35(B)37=-35(B)38=-35(B) 39=-35(B) I Job Truss Truss Type — Qty i Ply A0059260 8185 TO3 Comm ID:fvvn5 7 1 ‘ Building Component Supply,Green Cove Springs,FL Job s Apr 30 2015 A4Tek Industries, —__ Run:7.620 s r 30 2015 Print 7.620 s Apr 30 2015 AfTek IndusUies,Inc.Wed Od 07 07:03:39 2015 Pagel TgW?edlwVPMOQyzl9ydSl5-ecvJU4yAWPXRMCVSCvH1 QRYRT_cFIGMzAMpojayVuXo 5-5-0 9-11-8 14-6-0 19-11-0 I 5-5-0 l 4-6-8 + 4-6-8 5-5-0 4x5= Scale=1:33.3 3 5.00 12 21 2x4 II 2x4 II 2 4 r T1 22 II 19 ' W1 W1 5 1 a 20 1 o mss, r> > B2 le� �a 4 70 9 8 7 6 3x4= 3x4= 3x6— 3x5 1 1 3 x 4= 3 x 5 1 1 0-5-8(0-1-8) 3x4 0.58(0-1-8) 778#/-204# 778/#404# 5.5-0 14.6-0 19-11-0 I 55-0 I 9-1-0 I 5-5-0 I Plate Offsets(X,Y)— [1:0-2-0,0-0-14],[5:0-2-0,0-0-14] LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.19 7-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.55 7-9 >422 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.21 Horz(TL) 0.05 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:91 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-7 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) 1=778/0-5-8 (min.0-1-8),5=778/0-5-8 (min.0-1-8) Max Horz 1=-74(LC 10) Max Uplift1=-204(LC 12),5=-204(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-19=-1379/427,2-19=-1313/437,2-20=-1364/514,3-20=-1313/530,3-21=-1313/530,4-21=-1364/514,4-22=-1313/437, 5-22=-1379/427 BOT CHORD 1-10=-271/536,9-10=-331/1212,8-9=-211/839,7-8=-211/839,6-7=-331/1212,5-6=-271/536 WEBS 3-7=-168/561,4-7=-262/207,3-9=-168/561,2-9=-262/207 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 9-11-8,Exterior(2)9-11-8 to 12-11-8 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 204 lb uplift at joint 1 and 204 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 buns Type Qty Ply , A0059261 8165 T04 Common I 1 Job Reference(optional) Building Component Supply,Green Cove S — Page uip Springs,Fl. Run:7.620 s Apr 30 2015 Print:7.620 s Apr 302015 MiTek Industries,Inc.Wed Oct Od 07 07:03:39 2015 Pa 1 ID:fvvn5TgW7ed IwVPMO0yz19ydS15-ecvJU4yAWPXRMcVSCvH 1 ORYOL_cJIGLzAMpojayVuXo 5-5-0 9-11-8- - 14-6-0 19-2-0 — - F -- 5-5-0 I — — 4-6-8 I 4-6-8 4-8-0 Scale=1:31.3 4x5 - 3 i► 5.00 I 12 20 21 2 x 4 I I 2x4 II 2 4 1 i 1 T2 22 19 4x5 5 1 W1 W1 ` 6 71, 4 10 9 8 7 758#/-199# 3x5 I I 3x4= 3 x 4= 3 x 4= 4x10 I I 0-5-8(0-1.8) 758#/-199# USP JUS24 5-5-0 14-6-0 19-2-0 5-5-0 9-1-0 4-8-0 Plate Offsets(X,Y)- [1:0-2-4,0-0-14],[6:0-7-3,Edge] LOADING(psf) SPACING- 2-0-0 CSI. 1 DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.20 7-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.70 1 Vert(TL) -0.56 7-9 >408 180 BCLL 0.0 • Rep Stress Incr YES WB 0.21 Horz(TL) 0.05 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:90 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-15 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 2x6 SP No.2 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=758/0-5-8 (min.0-1-8),6=758/Mechanical Max Horz 1=73(LC 11) Max Uplift1=-199(LC 12),6=-199(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-19=-1335/414,2-19=-1269/424,2-20=-1319/500,3-20=-1269/516,3-21=-1158/482,4-21=-1193/471,4-22=-1158/399, 5-22=-1226/385,5-6=-177/61 BOT CHORD 1-10=-276/530,9-10=-328/1171,8-9=-207/795,7-8=-207/795,6-7=-297/1069 WEBS 2-9=-261/207,3-9=-169/564,3-7=-126/441,4-7=-188/181 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 9-11-8,Exterior(2)9-11-8 to 12-11-8 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 199 lb uplift at joint 1 and 199 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. LOAD CASE(S) Standard 'Job Truss Truss Type 04' ply A0059262 8165 T05 HaxHip Grder Run:7.622 1 Job Reference(optional) •-- Buidirg Component supply.Green Cove Springs,FL 0 s Apr 30 207 5 7.620 s Apr Industries,Inc.Wed Oct 2j j Papal ID:fvn5TgW7ed IwVPMO Qyz19 ydS15-e cvJU 4yAVV PXRMcVSCvH1 QRyxr_k9IJA zA MpoayVXo 4-0-0 I 2 — I 200 , Special A 2 3 2x4 II Scale=1:9.6 5.00[12 4x5= T2 _ T1 t 1 W1 W1 HW1 it 81 6 6 3 x 4= 2 x 4 1 1 Sped 114#1-89# 2x4 1 2 x 4 I I 0-3-8(0-1-8) 4-0.0 I I 0�2NJ-934 _ 2-0-0 2-0-0 Plate Offset JXY)– [1:0-1-8,0-1-141 LOADING(psf) SPACING- 2-0-0 CSI. DEFL ! PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) 0.03 5 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(TL) -0.02 5 >999 180 BCLL 0.0 • Rep Stress Ind NO WB 0.03 Horz(TL) -0.01 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) I Weight:17 lb FT=20% LOP CHORD 2x4 SP LUMBER- � BRACING- TOP TOP CHORD Structural wood sheathing directly applied or 4-0-0 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. 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=142/0-3-8 (min.0-1-8),4=114/Mechanical Max Horz 1=35(LC 8) Max Uplift1=-93(LC 8),4=-89(LC 8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-10=-2/6,1-1=-54/71,1-2=-21/11,2-3=0/0,3-4=-56/40 BOT CHORD 1-11=-5/5,1-7=-33/20,1-6=-50/43,5-6=-14/12,4-5=0/0 WEBS 2-5=-92/113 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional);cantilever left 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)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 93 lb uplift at joint 1 and 89 lb uplift at joint 4. 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)142 lb down and 113 lb up at 2-0-0 on top chord,and 34 lb down and 29 lb up at 2-2-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,4-7=-20 Concentrated Loads(lb) Vert:2=51(B)5=2(B) Tb TNSS— Truss Type ,Qty ,Ply • A0059263I 8165 T08 Hip Girder 1 1 ', i 3 Building Component Supply,Green Cove 7. 0 s r 302015 Print:7.62 s pr 30 2 15 MiTek I • l p I lid Sprinpa,FL - --- -- Run:7.62 Apr 7.820 s Apr 30 2015 A6Tek Industries,Inc.Wed pct 07 07:03:40 2015 Page 1 ID:fom5TgMedlwVPMOOyz19ydS15-6pThiQyoHifl_rn4fmcoGzf5YPNwLUer600ZMFOyVuXn 4-0-0 7-7-8 8-11-8 __103-8 11-7-8 _12-11-8 16-7-0 20-7-0 E_____ 4-0-0 I 3-7-8 + 1-4-0 1-4-0 + 1-4-0 1-4-0 3-7-8 ' 4-0-0 Scale=1:36.1 4x5 _ 7 ��\ 11 NAILED NAILS' 5 5 '' 13 NAILED 4x5 4x5 a NAI D ' II"'�1 4x5 .- 5.00 q �� W4 1 T 4x5 i—.mu -1 D. ■ ►_is.. :01:4 ►4. —� NA ED �ilw ITI I I a rlllR 1 I I I I m mii lib W 16 cv cv �Cil I 11 i�.i1 ITI 1 1:171∎■■ I I I[1- —i 1 d. _i 22 35 21 36 37 38 20 19 39 40 41 18 42 17 4x5 3x4= 3x4 =- NAILED NAILED NAILED 3x6= NAILED 3x4 NAILED 4x5 3x4 - NAILED NAILED NAILED NAILED NAILED 0-3-8(0-1-8) 0-3-8(0-1-8) 1165#/-900# 1165##-900# 0-4.4 __ 4.0.0 10-3-8 16-7-0 20.2-12 2p-'r0 0� 3-7-12 I 6-3-8 6 3-7-12 O 4 4 Plate Offsets(X,Y)- [1:0-0-12,0-1-11],[3:0-4-5,0-2-4],[8:0-5-0,0-2-8],[14:0-0-3,0-2-4],[16:0-0-12,0-1-11] LOADING(psf) 1 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) 0.30 20-21 >821 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 I BC 0.85 Vert(TL) -0.33 20-21 >747 180 BCLL 0.0 " Rep Stress Incr NO WB 0.52 Horz(TL) 0.07 16 n/a n/a BCDL 10.0 • Code FBC2014/TPI2007 (Matrix-M) Weight:120 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-10 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-4-11 oc bracing. WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):8,12,4 SLIDER Left 2x4 SP No.3 1-0-0,Right 2x4 SP No.3 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer l Installation guide. REACTIONS. (lb/size) 1=1165/0-3-8 (min.0-1-8),16=1165/0-3-8 (min.0-1-8) Max Horz 1=71(LC 7) Max Uplift 1=-900(LC 8),16=-900(LC 8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-26=-32/26,1-1=-672/528,1-2=-1971/1580,2-3=-1786/1486,3-4=-1069/913,4-6=-1069/913,6-8=-1069/913, 8-10=-1069/913,10-12=-1069/913,12-14=-1069/913,14-15=-1786/1486,15-16=-1971/1580,16-32=-32/26, 3-43=-812/657,5-43=-777/653,5-44=-764/669,7-44=-741/665,7-9=-757/700,9-11=-757/700,11-45=-741/665, 13-45=-764/669,13-46=-777/653,14-46=-812/657 BOT CHORD 1-27=-58/74,1-23=-263/337,1-22=-331/428,22-35=-1400/1770,21-35=-1400/1770,21-36=-1892/2378, 36-37=-1892/2378,37-38=-1892/2378,20-38=-189212378,19-20=-1892/2378,19-39=-1892/2378,39-40=-1892/2378, 40-41=-1892/2378,18-41=-1892/2378,18-42=-1400/1770,17-42=-1400/1770,16-17=-331/428,16-33=-58/74 WEBS 2-21=-227/259,8-21=-622/499,8-20=-338/409,8-18=-654/499,15-18=-227/259,8-9=-323/354,10-11=-104/78, 12-13=-50/40,6-7=-104/78,4-5=-53/40 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp 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)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 between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 900 lb uplift at joint 1 and 900 lb uplift at joint 16. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10)"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 Continued on page 2 Job Truss Truss Type jay 'Ply A0059263 8785 T06 Hip Girder 18.24sn T 0 edIwVPM7OQ0 s pS0 201Th QY(optional) sf Inc.W d Oct 07 0 er6O02015 Pag 2 ` Job Reference Building Component Supply,Green Cove Springs.FL - - -Run 7.820 s 930 LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-2=-60,2-3=-60,14-15=-60,15-16=-60,23-29=-20,3-9=-60,9-14=-60 Concentrated Loads(lb) Vert:2=-32(F)15=-32(F)21=-30(F)20=-60(F)18=-30(F)9=-64(F)35=-94(F)37=-30(F)38=-30(F)39=-30(F)40=-30(F)42=44(F)43=-32(F)44=-32(F)45=-32(F) 46=-32(F) truss IITruss Type Qty jPly A0059264 8185 T07 IConxnon 1 1 Job Reference(optional)_ , Building Component Supply,Green Cove Spin9s.Ft- LLL Run:7.620 a Apr 30'2015 Print 7.820 s Apr 30 2015 MiTek Industries,Inc.Wed Od 07 07:03:41 2015 Page 1 ID:fvvn5TgWledlwVPMOQyzl 9ydS15-a714vmzR20n9cvfrKJJWsdoNnKRDBnGdglvoSyVtAm I 5-1-13 10-3-8 15-5-3 20-7-0 --1 5-1-13 5-1-11 I 5-1-11 - f 5-1-13 4x5= Scale=1:34.4 3 i PIII 5.00 I 12 '''114411H 6410por 2 21 2x4\\ 2x4/i 4 2 / ---_,..............!..._„.....„..2 19 1 5 . B1 Y Fl I B2 = lc ►9� 70 9 8 7 6 I • 3x4= 3x4= 3x6= 3x4= 3x5 I 3x5 I! 3x4- 0-5-8(0-1-8) 0-5-8(0-1-8) 805#1-211# 6-10-6 13.8.10 I 20-7-0 805#!-2111# 6-10-6 I 6 104 6-10 6 Plate Offsets 9(X)— 11:0-2-4,0-0-141,[5:0-2-4,0-0-14] 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 0.38 Vert(LL) -0.09 7-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.26 7-9 >937 180 BCLL 0.0 • Rep Stress Incr YES WB 0.15 Horz(TL) 0.05 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 I (Matrix-M) Weight:93 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 9-5-0 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) 1=805/0-5-8 (min.0-1-8),5=805/0-5-8 (min.0-1-8) Max Horz 1=76(LC 11) Max Uplift 1=-211(LC 12),5=-211(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-19=-1424/473,2-19=-1334/488,2-20=-1263/452,3-20=-1204/463,3-21=-1204/463.4-21=-1263/452,4-22=-1334/488, 5-22=-1424/473 BOT CHORD 1-10=-292/499,9-10=-382/1259,8-9=-214/885,7-8=-214/885,6-7=-382/1259,5-6=-292/499 WEBS 3-7=-95/406,4-7=-269/190,3-9=-95/406,2-9=-269/190 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 10-3-8,Exterior(2)10-3-8 to 13-3-8 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 211 lb uplift at joint 1 and 211 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 4 -- - _- Job ,truss - ITrussType Qty ply r A0059265 8165 TOB CorrxnonGirder Run:7.620 ` 2 Job Reference(optional) — i0 s Apr 30 2015 Print:7.620 s Apr 30 2015 ASTek Industries,Inc.Wed Oct 07 07:03:41 2015 Page 1 Building Component Supply,Green Cove springs,FL ID:ivvn5TgW7 edIwVPMOQyzl9ydSl5-a?14vmzR20ngcvfrKJJWsdhbnJQDl4GdglvoSyVu m 6-0-12 10-3-8. 14-6-4 20-7-0__. - H 6-0-12 I 4-2-12 4-2-12 6-0-12 4x6 I I Scale=1:35.0 3 5.00 12 3x4% 3x5 4 2 T WS 5 1 il &AL= r. 5�+1'i B L'TJ 11 11 III r '11 v la ers Irlil 9 16 8 7 17 6 18 19 Eil THD26 7x14 MT2OHS- THD26 THD28 5x12 4x10--= 3x8 1 10x12= 3x8 'I THD28 THD26 THD26 THD26 THD26 0-5-8(0-3-2) 0-5-8(0-4-6) 5256#1-1479# 7453#!-2080# 6-0-12 10-3-8 14t>- 20-7-0 6-0-12 4-2-12 4-2-12 6-0-12 Plate Offsets(X,Y)- [1:0-0-0,0-0-3],[2:0-1-12,0-1-8],[4:0-1-12,0-1-8],[5:0-0-15,0-1-13],[6:0-6-0,0-1-8],[8:0-6-0,0-6-4] [9:0-5-8,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 ' Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.17 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.40 8-9 >617 180 MT2OHS 187/143 BCLL 0.0 • Rep Stress lncr NO WB 0.78 Horz(TL) 0.07 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:248 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-0-3 oc purlins. BOT CHORD 2x8 SP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3"Except" W3:2x4 SP No.2 WEDGE Right:2x4 SP No.3 REACTIONS. (lb/size) 1=5256/0-5-8 (min.0-3-2),5=7453/0-5-8 (min.0-4-6) Max Horz 1=78(LC 24) Max Uplift 1=-1479(LC 8),5=-2080(LC 8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-11851/3362,2-3=-9350/2707,3-4=-9367/2709,4-5=-12703/3587 BOT CHORD 1-9=-3030/10862,9-16=-3030/10862,8-16=-3030/10862,7-8=-3244/11682,7-17=-3244/11682,6-17=-3244/11682, 6-18=-3244/11682,18-19=-3244/11682,5-19=-3244/11682 WEBS 3-8=-1948/6873,4-8=-3663/1055.4-6=-748/2964,2-8=-2694/801,2-9=-546/2184 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:2x8-2 rows staggered at 0-7-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 2-9 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.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)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 1479 lb uplift at joint 1 and 2080 lb uplift at joint 5. 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&NA90 nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 6-0-12 from the left end to 16-0-12 to connect truss(es)T12(1 ply 2x4 SP),113(1 ply 2x4 SP),114(1 ply 2x4 SP),T15(1 ply 2x4 SP),T16(1 ply 2x4 SP),117(1 ply 2x4 SP)to back face of bottom chord. 11)Use USP THD28(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 1-9-8 oc max.starting at 18-0-12 from the left end to 19-10-4 to connect truss(es)T18(1 ply 2x4 SP),T19(1 ply 2x4 SP)to back face of bottom chord. 12)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 A0059265 8165 I T08 Common Girder 1 `— Run:7.620 Apr 30 2 I J.62 Reference 30 2015 15 iTek Industries, Building Component Supply,Green Cove Springs,PL 2015 Print:7.620 s Apr 30 2015 loSTek Industries,Inc Wed Od 07 07:03:41 2(115 Page 2 g edlwVPMOQyzl9ydSl5-a7 14vmzR20n9cv frKJJVVsdhbnJQDl4GdglvoSyVuXm 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=-60,10-13=-20 Concentrated Loads(lb) Vert:7=-1242(B)8=-1245(B)9=-2367(B)15=-1238(B)16=-1245(B)17=-1242(B)18=-1242(B)19=-1242(B) Job Truss --- TUss Type - "my Ply A0059266 8165 T09 Roof Special Girder 1 1 l ,Job Reference(optional) ---------- Run:7.620 s Apr 3 1 Building Component Supply,Green Cove Springs,FL 2015 Print 7.620 s Apr 302015 MiTek Industries,Inc.Wed Oct 07 07.03:42 2015 Page 1 g edlwVPMOQyz19ydS15.2BaS66_3pKw0D3E1ulgk24AsgBdvyWjPsK2TKvyVuXl 4-0.2 5.8.7 9.8.9 4-0-2 I 1-8-5 4-0-2 Scale=1:17.7 NAILED NAILED 5x6= , - NAILED - 3.57 FIT 2 11 3 LED I X13 s L.. il�J 1 i _i .immAiltlyill= 0 Li 4 d' )TlibillhIIIIIIII■--11 _ B1 d 11 rl 11 fl 1 NAILED NAILED 3x8 II NAILED 8x10- NAILED THD28 THD28 THD28 5x12= 7x10= 7x1 Special Special 0-7-0(0-3-2) 0-7-0(0-3-10) 2646#/-779# 3085#/-876# 0-0.6 3-7-0 4-0-2 _5-8-7 9-8-3 9-8-9 0-0-6 3.6-10 0-s-21 1-&5 3-11-12 0-d-6 Plate Offsets(X,Y)- [1:0-6-0,0-1-10],[3 0-3-0,0-2-10],[4:0-0-13,0-3-9],[5:0-5-0,0-6-4],[6 0.6-4,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.11 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.25 5-6 >467 180 BCLL 0.0 • Rep Stress Incr NO WB 0.69 Horz(TL) 0.03 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:51 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-9-3 oc purlins. BOT CHORD 2x8 SP SS BOT CHORD Rigid ceiling directly applied or 6-11-0 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) 1=2645/0-7-0 (min.0-3-2),4=3084/0-7-0 (min.0-3-10) Max Horz 1=18(LC 24) Max Uplift1=-779(LC 4),4=-876(LC 5) Max Grav1=2646(LC 17),4=3085(LC 18) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-13=-6605/1942,2-13=-6577/1949,2-14=-6209/1821,3-14=-6209/1821,3-15=-6682/1944,4-15=-6698/1935 BOT CHORD 1-16=-1842/6300,16-17=-1842/6300,6-17=-1842/6300,6-18=-1788/6113,5-18=-1788/6113,5-19=-1831/6401, 19-20=-1831/6401,4-20=-1831/6401 WEBS 2-5=-5/143,3-5=-487/1802,2-6=-501/1748 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 779 lb uplift at joint 1 and 876 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)Use USP THD28(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 3-7-9 from the left end to 7-7-9 to connect truss(es)T12(1 ply 2x4 SP),T13(1 ply 2x4 SP),T14(1 ply 2x4 SP)to front 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)24 lb down and 26 lb up at 3-10-8, and 24 lb down and 26 lb up at 5-10-1 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,3-4=-60,7-10=-20 Continued on page 2 (Job Truss Truss Type YPU— 1 A0059286 18165 T09 Roof Special Girder I 1 s '[ Job Reference(optional)__ Bui dog Component Supply,Green Cove Springs.FL Run:7.620 s Apr 30 2015 Print 7.620 a ftr 30 2015 MTek Industries.Inc.Wed Od 07 07:03:42 2015 ap 2 ID:fwn5TgW?edIwVPMOQyzl9ydS15-2BaS66_3pKw0D3E1 u1gk24AsgBdvyWjPsK2TKvyVUX1 LOAD CASE(S) Standard Concentrated Loads(lb) Vert:3=-5(B)5=-1269(F=-1245,B=-24)2=-5(6)6=-2430(F=-2407,B=-24)13=45(B)14=-4(B)15=45(B)16=-54(F)17=-6(B)18=-19(B)19=-6(B)20=-1245(F) Job Truss Truss type 'Qty ;Ply A0059267 8165 T10 Roof Spepal Girder Run:7.6s Apr 30 1 Building Component Supply.Green Cove Springs,FL tots Print Job Reference(optional) • __ 7.820 s Apr 30 2015 MiTek Industries,Inc.Wed Oct Od 07 07:03:42 2015 Paget D: 5TgW7edIwVPMOQyzI9ydSI5-2BaS66_3pKWOD3E 1 u 1 gk24A1 XBmhygjPsK2TKvyIuXl 2-0-0 4-3.11 6-0-0- F- 2-0-0 - i 2-3-11 ' 7-8-5 2x4 I Scale=1:13.5 4 Special / / 4x5 1 4x5= 5.00 12 2 13 / i T2 rIP ■i W4 N q 1 T1 \ '? Wl � re HW1 - B1 11 ri r till 3x4= 6Spe3dal NAILED 5 225#/-77# 2x4 I I 3x4 0-5-8(0-1-8) 2.0-0 I 4-3.11 I 6-0-0 2-0-0 2-3-11 1-8-5 Plate Offsets(X,Y) [1:0-1-8,022-14 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 0.10 Vert(LL) -0.01 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.15 Vert(TL) -0.02 5-6 >999 180 BCLL 0.0 • Rep Stress Incr NO WB 0.05 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:30 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. SLIDER Left 2x4 SP No.3 1-6-0 i MiTek recommends that Stabilizers and required cross bracing j be installed during truss erection,in accordance with Stabilizer Installation guide. 1 REACTIONS. (lb/size) 1=221/0-5-8 (min.0-1-8),5=225/Mechanical Max Horz 1=57(LC 8) Max Uplift1=-60(LC 8),5=-77(LC 8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-285/70,2-3=-250/72,3-4=-16/14,4-5=-46/29 BOT CHORD 1-7=-81/109,6-7=-100/244,6-12=-84/195,5-12=-84/195 WEBS 2-6=-20/63,3-6=-69/130,3-5=-243/104 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=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)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 60 lb uplift at joint 1 and 77 lb uplift at joint 5. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)153 lb down and 110 lb up at 2-0-0 on top chord,and 32 lb down and 58 lb up at 2-2-2 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 i Uniform Loads(plf) Vert:1-2=-60,2-3=-60,3.4=-60,5-8=-20 Concentrated Loads(lb) Vert:2=38(B)6=-32(B)12=-1(B) -Zb Truss TrussType_ Oty Ply 1 A0059268 8165 711 Hatt Hip 3 1 ' Job Reference(optional" Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 a App 30 2015 MiTek Industries,Inc.Wed Oct 07 07:03:42 2015 Page 1 ID:fvvn5TgW7ed IwVPMOQyzl9ydSl5-2BaS66_3pKw0D3E 1 u 1 gk24A_iBe?ygUPsK2TKvyVuXl 4-0-0 6-0.0 •• 4-0-0 2-0-0 Scale=1:15.0 4x5= 2 3 5.00 Fri 11 T2 58#/-42q T1 W1 1 HW11 —n )7\ B1 — 6 5 4 3 x 4= 2x4 I I 170#143# 0-5 8(0-1.8) 4-0-0 I 6-0-0 4-0-0 2-0-0 Plate Offsets(X,Y)– (1:0-1-8,0-0-143a}/y _ _ LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.14 5-9 >505 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.22 5-9 >311 180 BCLL 0.0 • Rep Stress Incr YES WB 0.06 Horz(TL) 0.12 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.3 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=228/0-5-8 (min.0-1-8),3=58/Mechanical,4=170/Mechanical Max Horz 1=65(LC 12) Max Uplift1=-46(LC 12),3=-42(LC 8),4=-43(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-11=-83/15,2-11=-43/28,2-3=0/0 BOT CHORD 1-6=-241/107,5-6=-15/13,4-5=0/0 WEBS 2-5=-175/208 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 4-0-0,Exterior(2)4-0-0 to 5-11-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 46 lb uplift at joint 1,42 lb uplift at joint 3 and 43 lb uplift at joint 4. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard IJob TNSs TUT ype --ply 'Ply A0059269 8165 112 Roof Special Girder 11 1 1 — Run:7.620 s Apr 30 Job Reference(option*) Building Component Supply,Green Cove Springs,FL 2015 Print:7.620 s Apr 30 2015 MTek Industries,Inc.Wed Oct 07 07:03:43 2015 Page—I ID:fvvn5TgMed IwVPMOQyzl9ydS15-W08gKS7 had2trDpERkMzbHj0Ubv8huVY5znOsLyVuXk 1-5-9 3-8-5 6-0-0 12-1-4 18-9-12____ 25-9-12 31-11-0 I—I — I 1-- 15-9 2-2-12 2-3-11 6-1.4 65-8 7-0-0 6-1-4 Scale=1:56.9 5.00[i2 NAILED NAILED NAILED NAILED NAILED NAILED 3.57 F1T 7x10 4–. 5x6 Job Truss iTrussType Qty Ply A0059269 8165 712 Roof Special Girder ID:iwnSTgW? 1 I , P Job Reference(optional) Building Component Supply,Green Cove Springs.Fl Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MTek Industries,Inc.Wed Oct 07 07:03:43 2015 Page 2 ed IwVPMOQyzl9yd SI5•WO8q KS?had2trDpERkMzbHjO U bv8 huVY5zn0sLyVUXk LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,3-4=-60,4-9=-60,10-17=-20 Concentrated Loads(lb) Vert:4=-91(F)6=-91(F)14=-58(F)15=-58(F)5=-91(F)8=-91(F)11=-58(F)12=-58(F)19=-91(F)20=-91(F)22=-91(F)23=-91(F)25=-91(F)26=-91(F)27=-91(F) 29=-91(F)30=-91(F)31=-205(F)32=-150(F)33=-58(F)34=-58(F)35=-58(F)36=-58(F)37=-58(F)38=-58(F)39=-58(F)40=-58(F)41=-58(F) Job IT uss Truss Type Oty 'Ply n0059220 j 18165 1713 Roof Special 1 1 , 1 i 1 1 IAA)Reference(optional) Buildi Component Supply. n Cove Springs,FL Run:.Z20$Apr 30 2015 VPM7.620 s pr 30_®CXTek InduITN00c.Wed 000?07:03:44 0Mvi4d015 Pageu 1 1-7-12 4-1-13 8-0-0 15-11-8__-__ 23-9-0 31-11-0 11-7-12 i 2-6-0 { 3-10-3 7-11-8 - 7-9-8 8-2-0 Scale=1:54.9 5.00E-1 4x10= 2x4 II 3x6 3x4= 4x6 3.57 fiT 4 16 17 5 18 6 7 19 Td 20 8 TA W 4x5= 4x5= V 2x4 II 2 315 E 1 , � WS I WS W$` 1 IT1 Iltd i W 1265#/-325# 12651-363# 14 13 12 11 10 9 4x5 3x4- 3x4= 5x8= 4x6= 3x5 II USP THD28 USP THD26 2-10-13 8-0-0 15-11-8 23-9-0 31-11-0 { 2-10-13 I 5-1-3 7-11-8 I 7-9-8 I 8-2-0 Plate Offsets(X,Y)- [4:0-6-8,0-2-0],[8:0 2-8,0-2-0],[9:0-2-12 0-1-8],j10 0-2-8,0-2-0],[11:0-4-0,0-3-0],[13:0-1-12,0-1.8],[14:0-2-8,0-2-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.1810-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.47 11-12 >800 180 BCLL 0.0 • Rep Stress Incr YES WB 0.90 I Horz(TL) 0.10 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:171 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purtins, except T4:2x4 SP SS end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-5-8 oc bracing. WEBS 2x4 SP No.3 WEBS T-Brace: 2x4 SP No.3-8-10 OTHERS 2x4 SP No.3 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) 9=1265/Mechanical,14=1265/Mechanical Max Horz 14=84(LC 12) Max Uplift9=-363(LC 9),14=-325(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=42/24,2-3=-1537/514,3-15=-2301/765,4-15=-2230/777,4-16=-2856/973,16-17=-2856/973,5-17=-2856/973, 5-18=-2856/973,6-18=-2856/973,6-7=-2856/973,7-19=-2197/734,19-20=-2197/734,8-20=-2197/734,8-9=-1190/470, 1-14=-61/42 BOT CHORD 13-14=-398/886,12-13=-833/2154,11-12=-761/2109,10-11=-734/2197,9-10=-18/51 WEBS 2-13=-390/1247,3-13=-1181/443,3-12=-61/97,4-12=0/292,4-11=-255/921,5-11=-499/297,7-11=-265/728, 7-10=-810/414,8-10=-787/2357,2-14=-1451/480 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=32ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 1-7-12,Interior(1)1-7-12 to 8-0-0,Exterior(2)8-0-0 to 11-2-5 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)•This truss has been designed for a live load of 20.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 363 lb uplift at joint 9 and 325 lb uplift at joint 14. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)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 T Qty Ply 1 A0059271 18185 T14 Roof Special 1 1 I . Job Reference(optional) •-__- Building Component Supply.Green Cove Springs.FL -Run:7.820 s Nor 30'2015 Print:7.620 s Apr 90 20151ufTek Industries,Inc.Wed Oct 07 07:03:44 2015 Page 1 ID:finm5TgW?ed IwVPMOOyzl9ydS15-_aiCXoOJKxAjTNOO?StC7VFDb?IDOMOdXZPnyVuXt 10.22-1-13 10-0-0 17-2-8 24-5-0 31-11-0 , 10- 13101 7-10-3 — { 7-2-8 7-2-8 7-6-0 Scale=1:55.0 4x10= 3x4 II 2x4 I 3x6= 3x4= 3x8= 12 5.00 4 1718 T4 5 19 6 7 20 �5 21 8 3x4 If e- 3x4 11 16 $— – .=3.57 12 `44s<6 •4x5 4 = 3x4 II r. 2x4 1 ' 2 1265#/-320# 1265#/-363# 15 14 13 12 11 10 9 3x4- 3x5- 4x5= 3x8–3x8= 3x5= 3x5 USP THD28 USP THD26 1 2-1-13 I 10-0-0 { 17-2-8 24-5-0 31-11-0 2-1-13 7-10-3 7-2-8 7-2-8 7-6-0 Plate Offsets(X,Y)– [3:0-2-8,0-2-4],[4:0-6-8,0-2-0] [9:0-2-12,0-1-8],[10:0-1-12,0-1-81,114:0-1-12,0-1-8],[15 0-1-12,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.14 11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.39 13-14 >983 180 BCLL 0.0 * Rep Stress Incr YES WB 0.91 Horz(TL) 0.09 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:184 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except T3:2x4 SP SS end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-5-8 oc bracing. WEBS 2x4 SP No.3 WEBS Web Brace:Length(member)5-10-13(3-13); OTHERS 2x4 SP No.3 i MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=1265/Mechanical,15=1265/Mechanical Max Horz 15=143(LC 12) Max Uplift9=-363(LC 9),15=-320(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-75/46,2-3=-1969/607,3-16=-2231/702,4-16=-2124/716,4-17=-2289/797,17-18=-2289/797,5-18=-2289/797, 5-19=-2289/797,6-19=-2289/797,6-7=-2289/797,7-20=-1681/572,20-21=-1681/572,8-21=-1681/572,8-9=-1198/474, 1-15=-111/63 BOT CHORD 14-15=-362/712,13-14=-826/2114,12-13=-730/1984,11-12=-730/1984,10-11=-572/1681,9-10=-12/33 WEBS 2-14=-580/1816,3-14=-1211/519,3-13=-159/122,4-13=0/340,4-11=-146/501,5-11=-453/262,7-11=-264/716, 7-10=-848/424,8-10=-656/1930,2-15=-1331/341 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=32ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 0-10-2,Interior(1)0-10-2 to 10-0-0,Exterior(2)10-0-0 to 13-2-5 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 363 lb uplift at joint 9 and 320 lb uplift at joint 15. 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 f truss I Truss Type Oty -Ply I 6Buildi Component Supply,Green Cove Springs.FL Roof Special Run:7.620 s r 30 2015 Print 7.620 s Apr 30 201 MiTek ndustries,Inc.Wed Oct 07 07:03:45 20115 Page 1 I. ■ I 11-15 Job Reference(optional) n9 Pon DDN, vrinBs Apr IwVPMOQyzl9ydS15-SmGa180x5FIa4XzcZ90RgioLXOet9vHrYHG7xDyVuXi _ 6-0-1 l 12-0-0 19-11-0 23-5-8 27-6-8 31-11-0 . 6-0-1 5-11-15 - 7-11-0 3-6-8 4-1-0 4-4-8 Scale=1:54.0 4x10= 4x5 3 21 22 T223 24 4 25 1 5.00 12 • 4x5= 2x4 I I 20 C T�5 T4 7 i .' 28 27 W3 4, W8 /SklAir 19 ____DIN / NI N 7- dl = 1262#1-341# 14 17 13 12 10 9 8 0-5 1-8) 2x4 II 3 = 3x8= 5x6 1262#/-322# USP THD26 6-0-1 12-0-0 __ 19-11-0 l 23-5-8_ 31-11-0 • 6-0-1 5-11-15 7-11-0 3-6-8 8-5-8 Plate Offsets(X,Y)— L-0-12,0-1-11],13:0-6-8,0-2-0],[8:0-3-0,0-2-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.14 12-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.38 8-9 >984 180 BCLL 0.0 • Rep Stress Incr YES WB 0.57 Horz(TL) 0.10 8 n/a n/a BCOL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:190 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. T2:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-9-14 oc bracing. BOT CHORD 2x4 SP No.1 WEBS Web Brace:Length(member)6-10-10(3-10);3-4-14(6-8); WEBS 2x4 SP No.3 cross- - OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required bracing OTHERS 2x4 2x4 No.3 No.3 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=1262/0-5-3 (min.0-1-8),8=1262/Mechanical Max Horz 1=141(LC 12) Max Uplift 1=-322(LC 12),8=-341(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-19=-2384/761,2-19=-2309/779,2-20=-2018/696,3-20=-1953/709,3-21=-1799/707,21-22=-1799/707,22-23=-1799/707, 23-24=-1799/707,4-24=-1799/707,4-25=-1955/716,5-25=-1963/703,5-26=-2013/691,6-26=-2013/691,6-27=-30/0, 7-27=-30/0,7-8=-109/77 BOT CHORD 1-14=-504/701,13-14=-808/2131,12-13=-808/2131,11-12=-650/1812,10-11=-650/1812,9-10=-703/2037,8-9=-448/1208 WEBS 2-13=-4/132,2-12=-386/181,3-12=-7/430,3-10=-175/151,4-10=-34/431,5-10=-365/115,5-9=-650/308,6-9=-340/1123, 6-8=-1601/606 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=32f1;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-9 to 3-4-14,Interior(1)3-4-14 to 12-0-0,Exterior(2)12-0-0 to 23-1-5,Interior(1)23-1-5 to 23-5-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)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)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 322 lb uplift at joint 1 and 341 lb uplift at joint 8. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss -Truss Type .Qty .Ply I A0059273! 8165 T16 Roof Special 1 1 Building Component Supply,Green Cove Springs,FL —Run:7.620 Job Reference 1optional) -- -Wed m0 0 s Apr 30 2015 Print:7.620 s 30 2015 fvliTek Industries,Inc. e Oct 07 07:03:46 2015 Page 1 ID:fvvn5TgW 7edlwVPMOQyzl9ydSl5-wzgryT 1 ZsYQRihYp7tvgCWLW7o_7uHV?nxOgTgyVuXh 7-0-1 14-0-0 17-11-0 – _ 25-5-8 31-11-0 __ ___--J 7-0-1 I 6-11-15 I 3-11-0 I 7-6-8 6-5-8 Scale=1:54.4 4x5 4x5= 3 20 21 4 5.00 12 19 22 3x4 \ 4x5 4x6= 2 ------.-5 6 y 22 T4_ co 18 W3 W3 23 W I _, 5 W6 W 1 of i�ti 1 g—� _ — _�•• 1282#/337# _ 13 10 12 11 9 8 7 3x4 2x4 II 3x4= 3x8= 3x4= 4x8= 2x4 II 0-g0-1.8) 1262#/-325# USP THD26 . 7-0-1 14-0-0 17-11-0 25-5-8 31-11-0 1 7-0.1 6-11-15 3-11-0 I 7$$ I 6-5-8 Plate Offsets(X,Y)– [1:0-0-12,0-1-11],[5:0-2-8,0-2-4],[6:0-2-12,0-2-0],[7:0-2-8,0-1-0],[8:0-2-12,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.34 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -0.63 8-9 >600 180 BCLL 0.0 • Rep Stress Incr YES WB 0.89 Horz(TL) 0.09 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:163 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 7-1-4 oc bracing. BOT CHORD 2x4 SP No.1 WEBS T-Brace: 2x4 SP No.3-5-9 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,bin o.c.,with 3in minimum end distance. SLIDER Left 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) 1=1262/0-5-8 (min.0-1-8),7=1262/Mechanical Max Horz 1=107(LC 12) Max Uplift1=-325(LC 12),7=-337(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-18=-2392/752,2-18=-2261/765,2-19=-1841/657,3-19=-1753/669,3-20=-1628/662,20-21=-1628/662,4-21=-1628/662, 4-22=-1743/656,5-22=-1843/641,5-23=-2151/702,6-23=-2151/702,6-7=-1205/448 BOT CHORD 1-13=-514/745,12-13=-756/2134,11-12=-756/2134,10-11=-528/1628,9-10=-528/1628,8-9=-722/2193,7-8=-21/46 WEBS 2-12=0/219,2-11=-663/250,3-11=-77/399,4-9=-38/393,5-9=-701/226,5-8=-881/418,6-8=-763/2341 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=32ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-5-1,Interior(1)3-5-1 to 14-0-0,Exterior(2)14-0-0 to 21-1-5,Interior(1)21-1-5 to 25-5-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 325 lb uplift at joint 1 and 337 lb uplift at joint 7. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard �IJob Truss cuss Type f3Cy ply TIIT' 40059274 18165 T17 Roof Special 1 1 Job Reference(optional._ Building Component Supply,Green Cove Springs.FL _- — Run:7.620 s Apr 30 2015 Print:7.620 s 30 2015 M Tek Industr es,Inc.Wed Oct 07 07:03:48 2015 Pape 1 ID:fvvn5TgW7edIwVPMOQyz1 I5 wzgzyTlZsYORihYp7tv9CWLVmo?zuMB7nX09TgyVUXh 7-11-13 15-11.8 23-11-3 27-5-8 31-11-0_- i 7-11-13 I 7-11-11 7-11-11 3-6-5 4-5-8 Scale=1:54.7 5.00-12 4x5 4 I.3x6 18 19 T2 3 3x4 O K 3x4 2 5 4x5 2x4 r. 1N3 6 7 17 T4 rn 1 al4 - 4 WS\ N :5 " fit• 12 1262#/-334# 11 10 9 8 0((=1.8) 2x4 II 5x8= 3x4= 4x5 1262#/-328# USP THD26 7-11-13 15-11-8 23-11-3 31-11-0 7-11.13 I 7-11-11 7-11-11 7-11-13 Plate Offsets(X,Y)-- [1:Edge,0-1.8],[8:0-2-8,0-2-8],[10:0-4-0,0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/def Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.1610-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.47 10-11 >808 180 BCLL 0.0 • Rep Stress Incr YES WB 0.53 Horz(TL) 0.12 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:161 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. T2:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 7-7-5 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 1 Row at midpt 2-10,5-10 WEBS 2x4 SP No.3 T-Brace: 2x4 SP No.3-6-8 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,bin o.c.,with 3in minimum end distance. Brace must cover 90%of web length. I MiTek recommends that Stabilizers and required cross bracing 1 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=1262/Mechanical,1=1262/0-5-8 (min.0-1-8) Max Horz 1=126(LC 11) Max Uplift8=-334(LC 12),1=-328(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-17=-2373/708,2-17=-2221/726,2-3=-1698/571,3-18=-1602/576,4-18=-1587/591,4-19=-1588/585,5-19=-1698/570, 5-6=-2327/709,6-20=-57/10,7-20=-57/10,7-8=-145/99 BOT CHORD 1-12=-575/824,11-12=-658/2109,10-11=-658/2109,9-10=-636/2148,8-9=-678/2126 WEBS 2-11=0/264,2-10=-744/290,4-10=-162/773,5-10=-774/284,5-9=0/289,6-9=0/80,6-8=-2318/747 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=32ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-5-1,Interior(1)3-5-1 to 15-11-8,Exterior(2)15-11-8 to 19-1-13,Interior(1)27-5-8 to 31-9-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 334 lb uplift at joint 8 and 328 lb uplift at joint 1. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard Job Truss PrussType lay Ply 8165 718 Roof Special I 1 1 t Job Reference(optonal . J Building Component Supply,Green Cove Springs,Fl. — —Run:7.620 s Apr 30 2015 Print:7.820 s Apr 30 2015 MiTek Industries,Inc.Wed Od 07 07:03:47 2015 Paget I D:f vvn 5Tg W?ed IwV P M OQyz I9yd SI5-P9OLAp2 Bd sY I Kq 77ga Ovl7thgC LCd mVB?bl E76yV u Xg 7-11-13_ 15-11-8 _ _ 2311-3 28-5-8 31-11-0 , I 7-11-13 I 7-11-11 I 7-11-11 4-6-5 35.8 Scale=1:54.7 5.00 ff 4x5= 4 3x6 18 19 3 2 K 5 M 4x5= 2x4 II • 7 8 17 . cf W1 W I rn 1 4.14.4. ./44...._ • �� W6 R rr _ _ 1 .. �� 4 i N o ,0 s s.. y_ 1262#/-333# '0-' 12 11 10 9 8 234 II 5x8= 3x5 0- (0-1-8) 1262#/-329# 7-11-13 15-11-8 23-11-3 31-11-0 I 7-11-13 + 7-11-11 I 7-11-11 I 7-11-13 Plate Offsets(X,Y)— [1:Edge 0 1-8],[10:0-4-0,0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. I DEFL in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 I Vert(LL) -0.16 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.77 I Vert(TL) -0.47 10-11 >812 180 BCLL 0.0 • Rep Stress Incr YES WB 0.72 1 Horz(TL) 0.12 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:179 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. T2:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 7-7-10 oc bracing. BOT CHORD 2x4 SP No.1 WEBS Web Brace:Length(member)6-4-12(2-10);6-4-12(5-10); WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing 1 OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer ; SLIDER Left 2x4 SP No.3 1-6-0 Installation guide. REACTIONS. (lb/size) 8=1262/Mechanical,1=1262/0-5-8 (min.0-1-8) Max Horz1=129(LC 11) Max Uplift8=-333(LC 12),1=-329(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-17=-2373/710,2-17=-2221/727,2-3=-1697/573,3-18=-1602/577,4-18=-1587/592,4-19=-1588/586,5-19=-1698/572, 5-6=-2345/711,6-7=-68/3,7-8=-116/77 BOT CHORD 1-12=-561/824,11-12=-642/2109,10-11=-642/2109,9-10=-625/2151,8-9=-672/2082 WEBS 2-11=0/264,2-10=-744/290,4-10=-163/774,5-10=-776/287,5-9=0/285,6-9=0/124,6-8=-2292/758 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=32ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-5-1,Interior(1)3-5-1 to 15-11-8,Exterior(2)15-11-8 to 19-1-13,Interior(1)28-5-8 to 31-9-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 3x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live toad 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 333 lb uplift at joint 8 and 329 lb uplift at joint 1. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Truss Truss Type Oty Ply 1 8185 uil T16A Roof Special Run:7.820 sApr 302015 Print:7.620 s Apr 30 015 MTeklIndustries:Inc.Wed Oct 07 07.03.47 2015 Page 1 ` ( P ) Build Building Component Supply,Green Cove Sprirps,FL ID:Tvvn5TgW?edIwVPMOQyzl9ydS15-P90LAp28dsYIKg7?gal]vl7tmsCMgdpZ87bIE76y uXg i 5-1015 I 11-9-12 12-4-5 15-11-8 19-6-11 20-1-4_ 26-0-1 305-8 ;31-11-0• 5-10-15 5-10-13 0-6-9 3-7-3 3-7-3 d-6-9 5-10-13 4-5-7 1-5-8 Scale=1:54.7 5.00112 4x5-- 3x4 - 6 2x4 i 2x4 I r. 3x4— 3x6 3 4524 r r, 257 _ 8 3x4 2x4 II ,, 3x4 2 \ 2x4 23 WJb 4x5 10 11 1 Wb WI ," T4V!3 m �!= • :s al B2 _ yt7P ev M 17 16 75 14 13 12 3x5— 2x4 II 8x10= 8x10= 4x5= 3x5 0 -1-10) 1399#X-306# 5-10-15 11-9-12 20-1-4 i 26-0-1 I 30-5-8 31-11-0 5-10-15 5-10-13 I 8-3-8 5-10-13 4-5-7 1-5-8 Plate Offsets KY)— [1:0-0-12,0-1-11),[14:0-4-12,Edge],j15:0-4-12,Edge] - LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (Ioc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.51 15-16 >736 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -0.7515-16 >505 180 BCLL 0.0 • Rep Stress Incr YES WB 0.52 Horz(TL) 0.10 12 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Attic -0.38 14-15 251 360 Weight:185 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-4 oc purlins, except BOT CHORD 2x4 SP SS'Except' end verticals. B2:2x10 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-9-2 oc bracing. WEBS 2x4 SP No.3"Except" JOINTS 1 Brace at Jt(s):18 W3,W4:2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.3 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide._ REACTIONS. (lb/size) 12=1303/Mechanical,1=1303/0-5-8 (min.0-1-10) Max Horz 1=135(LC 11) 11 Max Upliftl2=-307(LC 12),1=-306(LC 12) Max Gray 12=1398(LC 20),1=1399(LC 20) • FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-23=-2709/669,2-23=-2619/680,2-3=-2474/599,3-4=-2377/610,4-5=-2171/604,5-24=-338/124,6-24=-320/138, 6-25=-320/137,7-25=-338/123,7-8=-2171/596,8-9=-2479/600,9-10=-2779/659,10-11=-79/0,11-12=-58/24 BOT CHORD 1-17=-361/770,16-17=-572/2531,15-16=-572/2531,14-15=-417/2244,13-14=-570/2546,12-13=-492/1895 WEBS 2-16=-93/140,2-15=-547/182,4-15=-19/537,5-18=-2034/526,7-18=-2034/526,8-14=-13/550,9-14=-643/183, 9-13=-76/158,6-18=0/61,10-12=-2236/606,10-13=-87/670 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=32ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-5-1,Interior(1)3-5-1 to 15-11-8,Exterior(2)15-11-8 to 19-1-13,Interior(1)30-5-8 to 31-9-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Ceiling dead load(5.0 psf)on member(s).4-5,7-8,5-18,7-18 7)Bottom chord live load(40.0 psf)and additional bottom chord dead load(0.0 psf)applied only to room.14-15 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 307 lb uplift at joint 12 and 306 lb uplift at joint 1. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 11)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. LOAD CASE(S) Standard [Job - — I1russ type — City 'Ply - ----� 8165 [Truss 19 (Common 3 1 I P005, . I ' ■ 'Job Reference(optional) Building Component Supply,Green Cove Springs,Fl. -- -- - -- -- Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MTek Industries,Inc.Wed Oct 07 07:0347 2015 Page 1 ID:fvvn5TgW?ed IwVPMOQyzl9ydSl5-P90LAp2BdsYIKg7?gaQvl7tmCL9dgj8?blE?6yVuXg 5-10-15 11-9-12 __ ___ _12_-4.5—_15-_11-8 19-6-11 20-1.4 26-0-1 31-11._0__ 5-10-15 { 5-10-13 0-6-9 3-7-3 I 3-7-3 0-6-9 5-10-13 5-10-15 Scale=1:52.4 5.00112 4x5– 2x4 6 2x4 II 3x6 3x4 W 3x4= 4 5 28 .W. r 7 3x6 3 8 9 p . 18 I .41, 3x4 2x4 II \ 3x4 n 2 10 27 W3 30 1 W1 1 Wi 11 f°, 1 . B2 ■I HI c'j 1 61 4 A 1400#1-307#– 17 16 15 14 13 12 A 3x5- 2x4 II 8x10= 8x10= 2x4 II 4x6 0�-8 0-1-10) 3x5 1403#/-3079 USP THD28 1—____ 5-10-15 11-9-12 I 20-1-4 26-0-1 I _ 31-11-0 5-10-15 5-10-13 8-3-8 5-10-13 5-10-15 Plate Offsets(X,Y)– [10-0-120-1-11],[11:0-0-12 0 1-11 14:0-4-12,Ed e, 15:0-4-12,Ed e LOADING(psf) SPACING- 2-0-0 1 CSI. DEFL in (loc) (/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.52 13-14 >733 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.7513-14 >505 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.51 Horz(TL) 0.10 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Attic -0.38 14-15 249 360 Weight:178 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-4 oc purlins. BOT CHORD 2x4 SP SS*Except* BOT CHORD Rigid ceiling directly applied or 8-11-3 oc bracing. B2:2x10 SP No.2 JOINTS 1 Brace at Jt(s):18 WEBS 2x4 SP No.3"Except" ' MiTek recommends that Stabilizers and required cross bracing W4,W3:2x4 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 Installation guide. REACTIONS. (lb/size) 1=1307/0-5-8 (min.0-1-10),11=1306/Mechanical Max Horz 1=-140(LC 10) Max Uplift 1=-307(LC 12),11=-307(LC 12) Max Grav1=1403(LC 20),11=1400(LC 19) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-27=-2713/671,2-27=-2623/682,2-3=-2492/603,3-4=-2395/614,4-5=-2189/608,5-28=-334/124,6-28=-316/137, 6-29=-314/137,7-29=-333/123,7-8=-2187/608,8-9=-2397/615,9-10=-2495/604,10-30=-2700/700,11-30=-2790/689 BOT CHORD 1-17=-341/775,16-17=-546/2540,15-16=-546/2540,14-15=-384/2261,13-14=-565/2518,12-13=-565/2518, 11-12=-430/1033 WEBS 5-18=-2058/531,7-18=-2058/531,8-14=-23/550,10-14=-606/199,10-13=-69/162,4-15=-20/540,2-15=-538/179, 2-16=-102/134,6-18=0/61 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=32ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-5-1,Interior(1)3-5-1 to 15-11-8,Exterior(2)15-11-8 to 19-1-13 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)Ceiling dead load(5.0 psf)on member(s).4-5,7-8,5-18,7-18 6)Bottom chord live load(40.0 psf)and additional bottom chord dead load(0.0 psf)applied only to room.14-15 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 307 lb uplift at joint 1 and 307 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)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. LOAD CASE(S) Standard Job Irruss (Truss yType Oty Ply , A0059277 8165 120 — 'Hip �1 I 1 ,', 1 1120 'Hip A. Job Reference(o�Gonal) s_ -Bullding Component Supply.Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 IuiTek Industries,Inc.Wed Od 07 07:03:48 2015 Page 1 I D:fvvn5Tg W9ed IwVPMOQyzl9yd SI5-tLyjN93g0Ag9x_hB E Ix81 LOwmch H MAaHE FVnYYyVuXf 20-1-4 5-10-15 11-9-12 12.47514-0-0 17.11-0 . 19-6-11 26-0-1 31-11-0 1 I 5-10-15 5.10-13 - - -- 3-11-0 5-10-13 5-10-15 Scale=1:53.1 3x4= 6x6 2x4 II 4x5 2x4 1 4 5 6 3x5-- 5.00 12 3 =i —� ��: 7 8 se 28 �� 17 ��29 / 2x4 II 4x5 II 3x4� \'\ 3x4�- 2 T?: 9 27 �., Wb 1 WI \ W I 10 r' 1 -s 81 �_ B2 �z er+� Io 18 15 14 13 12 11 ik d a l = 2x4 I I 8x10= 8x10= 2x4 I I 4 0416 358(0-1-10) 14038/-3055# 1403#/-305# 5-10-15 11-9-12 14-0-0 17-11-0 20-1-4 26-0-1 _ 31-11-0 I-- 5-10-15 5-10-13 2-2-4 i 3-11-0 �2-2.4 ` 5-10-13 5-10-15 Plate Offsets(X,Y)– [1:0-0-12,0-1-11],[5:0-1-8,0-1-12],[10:0-0-12,0-1-11],[13:0-4-12,Edge],[14:0-4-12,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.47 14-15 >796 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.72 14-15 >526 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.92 Horz(TL) 0.11 10 n/a n/a BCDL 10.0 Code FBC20141TP12007 (Matrix-M) Attic -0.34 13-14 286 360 Weight:182 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-7 oc purtins. BOT CHORD 2x4 SP SS'Except* BOT CHORD Rigid ceiling directly applied or 8-2-13 oc bracing. B2:2x10 SP No.2 WEBS 2 Rows at 1/3 pts 4-7 WEBS 2x4 SP No.3"Except' cross bra W3,W4:2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 2x N SP o. 0,Right 2x4 SP No.3 1 6-0 be installed during truss erection,in accordance with Stabilizer 9 Installation guide. 1 REACTIONS. (lb/size) 1=1300/0-5-8 (min.0-1-10),10=1300/0-5-8 (min.0-1-10) Max Horz 1=122(LC 11) Max Uplift 1=-305(LC 12),10=-305(LC 12) Max Grav1=1403(LC 18),10=1403(LC 19) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-27=-2716/728,2-27=-2626/746,2-28=-2466/680,3-28=-2397/691,3-4=-2164/681,4-5=498/211,5-6=-93/560, 6-7=-84/512,7-8=-2163/681,8-29=-2398/691,9-29=-2467/680,9-30=-2626/746,10-30=-2716/728 BOT CHORD 1-16=-343/756,15-16=-636/2531,14-15=-636/2531,13-14=-459/2235,12-13=-626/2440,11-12=-626/2440, 10-11=-350/675 WEBS 2-15=-91/138,2-14=-530/194,3-14=-31/528,4-17=-1966/563,17-18=-1942/562,7-18=-2718/785,8-13=-32/534, 9-13=-528/193,9-12=-95/136,5-17=-25/178,6-18=-319/128,5-18=-919/300 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=45f1;L=32ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-5-1,Interior(1)3-5-1 to 14-0-0,Exterior(2)14-0-0 to 17-11-0,Interior(1)22-5-3 to 31-8-4 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)Ceiling dead load(5.0 psf)on member(s).3-4,7-8,4-17,17-18,7-18 7)Bottom chord live load(40.0 psf)and additional bottom chord dead load(0.0 psf)applied only to room.13-14 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 305 lb uplift at joint 1 and 305 lb uplift at joint 10. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 10)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. LOAD CASE(S) Standard now —Muss TrussTYp 'Ply 'Qty Pty A0059278 8165 1121 Hip 1 i - Job Reference(optional) _ ' Building Component Supply,Green Cove Springs,FL Run:7.820 s Apr 30 2015 Print:7.620 s Apr 30 2075 MTek Industries,Inc.Wed Oct 07 07:03:49 2015 Page 1 ID:fvvn5TgW?edlwVPMOQyzl9ydSl5-LYV5bV3S9To0Z8GNo?SNgYz0A00y5n3RTvEK4?yVuXe 7-0-0 12-0-0 0-0 19-11-0 24-11-0 31-11-0 I— 7. — r rte-- F 7110 50-0 7-0-0 Scale=1:53.1 4x10= 4x5 3 24 25 26 27 4 5.00 12 Ow 2 23 285 22 T� 29 W1 W1 1 6 a (} W IN m B1 Q r rl �g .. 13 12 11 70 9 8 7 . 2x4 II 3x6= 3x8= 2x4 II 4x5 0-5- -1-8) 0-5.8(0-1.8) 1258#/-330# 1258#/-330# 7-0-0 12-0-0 19-11-0 24-11-0 31-11-0 + I 7-0-0 5-0-0 7-11-0 5-0-0 7-0-0 Plate Offsets(MI– [i:Edge,0-1-8],[3:0-6-8,0-2-0],[6:Edge,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 1 Vert(LL) -0.1411-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.40 9-11 >939 180 BCLL 0.0 • Rep Stress Incr YES WB 0.26 I Horz(TL) 0.12 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) ' Weight:167 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2"Except" TOP CHORD Structural wood sheathing directly applied. T2:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 7-5-6 oc bracing. BOT CHORD 2x4 SP No.1 WEBS Web Brace:Length(member)6-10-10(3-9); 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 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-0-0 Installation guide. REACTIONS. (lb/size) 1=1258/0-5-8 (min.0-1-8),6=1258/0-5-8 (min.0-1-8) Max Horz 1=104(LC 11) Max Uplift1=-330(LC 12),6=-330(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-22=-2347/800,2-22=-2260/822,2-23=-1987/746,3-23=-1976/766,3-24=-1794/759,24-25=-1794/759,25-26=-1794/759, 26-27=-1794/759,4-27=-1794/759,4-28=-1976/765,5-28=-1988/746,5-29=-2260/822,6-29=-2347/801 BOT CHORD 1-13=-492/800,12-13=-692/2086,11-12=-692/2086,10-11=-536/1794,9-10=-536/1794,8-9=-683/2086,7-8=-683/2086, 6-7=-500/800 WEBS 2-12=0/147,2-11=-377/185,3-11=-40/423,3-9=-159/160,4-9=-45/424,5-9=-377/185,5-8=0/147 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=32ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-5-1,Interior(1)3-5-1 to 12-0-0,Exterior(2)12-0-0 to 24-5-3,Interior(1)24-5-3 to 31-8-4 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)All plates are 3x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psi 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 330 lb uplift at joint 1 and 330 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 Qb ply A0059279 8185 T22 tip '1 1 • Job Reference(optional) ♦_ ' Building Component Supply,Green Cove Strings,FL Run:7.620 s Apr 302015 Print 7.620 sApr 30 2015 MiTek Industries,Inc.Wed Oct 07 07:03:50 2015 Page 1 ID:fvvn5Tg W?ed lwVPMOQyzl9ydSl5-pk3Tor44wnwtBlraMi_cNmVFIPIOgFDaiZ_ucRyVuXd 7.9-8 10-0-0 __15-11-8 21-11-0 24-1-8 , - 31-11-0 _ ____ - 7-9-8 + 2-2-8 I 5-11-8 5-11-8 2-2-8 7-9.8 Scale=1:53.0 4x10= 2x4 II 4x10 5.00 12 �� 3 - 23 24 T2 25 26 -; 2x4 7/22 2x4 It 2 \27 :. ...21 28 rn a 1 7 12 11 10 9 8 0.5 1)8) 3x4= 5x8= 3x4= 0q-5-88(0-1I8) 1258#/-33o= 3Y 258#/-330# 10-0-0 15-11-8 21-11-0 31-11-0 10-0-0 I 511.8 —1. 5-11-8 10-0-0 Plate Offsets(X,Y)- [1:0-1-8,0-0-10],[3:0-6-8,0-2 0] [5:0-6-8.0-2-0],[7:0-1-8,0-0-10],[10:0-4-0,0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.17 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(TL) -0.4211-15 >900 180 BCLL 0.0 " Rep Stress Incr YES WB 0.20 Horz(TL) 0.12 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:153 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 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) 1=1258/0-5-8 (min.0-1-8),7=1258/0-5-8 (min.0-1-8) Max Horz 1=-86(LC 10) Max Uplift1=-330(LC 12),7=-330(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-21=-2323/832,21-22=-2229/846,2-22=-2213/857,2-3=-2107/817,3-23=-2268/907,23-24=-2268/907,4-24=-2268/907, 4-25=-2268/907,25-26=-2268/907,5-26=-2268/907,5-6=-2107/817,6-27=-2213/857,27-28=-2229/846,7-28=-2323/832 BOT CHORD 1-12=-635/870,11-12=-710/2058,10-11=-580/1920,9-10=-570/1920,8-9=-701/2058,7-8=-643/870 WEBS 2-11=-272/234,3-11=-97/393,3-10=-203/537,4-10=-412/259,5-10=-203/537,5-9=-97/393,6-9=-272/234 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=32ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-5-1,Interior(1)3-5-1 to 10-0-0,Exterior(2)10-0-0 to 26-5-3,Interior(1)26-5-3 to 31-8-4 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 20.0psf 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 330 lb uplift at joint 1 and 330 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 T Truss Type — Ply . i • � A059280!3 H 1' Job Reference(optional) ___11 Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 kaTek Industries,Inc.Wed Oct 07 07:03:50 2015 Page 1 g OQyz 9yd l5-pk3Tor44wnwtBlraMi cNmVBrPLCgCoaiZ_ucRyVuXd 8-0-0 15-11-8 ID:fvvn52W7 0IwVPM I S 31.11.0__ -_ H— 8-0-0 I 7-11-8 f 7-11-8 8-0-0 i Scale=1:52.9 4x10= 2x4 I I 4x10 5.00 III 2 20 .2 21 4 22 Plan 19 WI WI W2. W1 T1 v 1 "' v 5 f% ®!j _ -81 I tiW1- .^ r 9 a 7 10 6 2x4 II 5x8 2x4 0 ��) 0-5 j-8) 1258W-33014= 341158N-330N 8-0.0 15-11-8 23-11-0 31-11-0 F 8-0-0 7-11$ ' 7-11-8 8-0-0 Plate Offsets(X, [1:0-1-8,0-0-14],[2:0-6-8,0-2-0],[4:0-6-8,0-2-0],[5 0-1-8,0-0-141,[8:0-4-0,0-3-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.20 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.54 7-8 >699 180 BCLL 0.0 • Rep Stress Incr YES WB 0.42 Horz(TL) 0.12 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:141 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied. T2:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 7-7-14 oc bracing. BOT CHORD 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 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-6-0 Installation guide. REACTIONS. (lb/size) 1=1258/0-5-8 (min.0-1-8),5=1258/0-5-8 (min.0-1-8) Max Horz 1=69(LC 11) Max Uplift1=-330(LC 12),5=-330(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-19=-2332/802,2-19=-2234/827,2-20=-2851/1072,3-20=-2851/1072,3-21=-2851/1072,4-21=-2851/1072, 4-22=-2234/826,5-22=-2332/800 BOT CHORD 1-10=-664/947,9-10=-672/2061,8-9=-669/2066,7-8=-659/2066,6-7=-662/2061,5-6=-654/947 WEBS 2-9=0/271,2-8=-302/992,3-8=-554/321,4-8=-302/992,4-7=0/271 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=32ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-5-1,Interior(1)3-5-1 to 8-0-0,Exterior(2)8-0-0 to 28-5-3, Interior(1)28-5-3 to 31-8-4 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 20.0psf 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 330 lb uplift at joint 1 and 330 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 - Truss Type Qty l Ply A00592811 18165 724 HIP GIRDER 1 Springs,FL Run:7.620 s Apr 30 d11wVPM Job Reference s 30 2015 15 MiTek Industries, Build' Component -.- --.__-- T ' - +. Building Po Supply,Green Cove S _ ---- 7.820 sApr 30 2015 MiTek IndusOries,Inc.Wed Oct 07 b7:03:52 2015 Page 1 ID:fwnS gW7 OQyzl9ydSl5-16BEDX6KSOAbQc7yT704SBaddD7k15Ft9tT hJyVuXb F 6-0-0 _______ __ 11-0-10 15-118 2010-6 25-11-0 31-11-0 I - 6-0-0 5-0-10 4-10-14 4-10-14 5-0-10 6-0-0 Scale=1:52.9 NAILED NAILED NAILED NAILED NAILED NAILED NAILED 4x10= 4x10 5'00 12 NAKED NAI ED3x4= NAI ED 2x4 I I 3x6 3x4= NAILED 24 • , 3 r 28 , 30 6 K c 34 W1� W I ty1/ T1 R____Ii...:: itimii■itmormonTli■miliii■T cn etl________I_-- T iiim-�iti�lll�ui u�iti�h�_�ih .in 77i _. llIl 1111 15 35 36 14 37 38 13 39 40 12 41 42 11 43 44 10 45 46 9 NAILED NAILED 2x4 NAILED 3x4 = NAILED 5x8 - NAILED NAILED3x4 NAILED 2x4 NAILED NAILED _ 0.5.094-_-8) NAILED NAILED NAILED NAILED NAILED 0 5- -1$) 2428#/-694*4 NAILED 32428N-695# 6-0-0 11-0-10 15-11-8 20-10-6 25-11-0 31-11-0 6-0-0 5-0-10 4-10-14 4-10-14 5-0-10 6-0-0 Plate Offsets(X,V)- [1 0-0-6,0-1-8],[2:0-6-8,0-2-0],[7:0-6-8,0-2-0],[8:0-0-6,0-1-8],[11:0-1-12,0-1-8],[12:0-4-0,0-3-0j,[13:0-1-12,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 1 TC 0.63 Vert(LL) 0.28 12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.67 12 >562 180 BCLL 0.0 • Rep Stress Ina NO WB 0.49 Horz(TL) 0.13 8 n/a n/a BCDL 10.0 Code FBC2014ITPI2007 (Matrix-M) Weight:302 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-5 oc purlins. BOT CHORD 2x4 SP No.1 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,Right 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 1=2428/0-5-8 (min.0-1-8),8=2428/0-5-8 (min.0-1-8) Max Horz 1=-51(LC 23) Max Uplift1=-694(LC 8),8=-695(LC 8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-4536/1256,2-24=-6297/1755,24-25=-6297/1755,25-26=-6297/1755,3-26=-6297/1755,3-27=-6916/1918, 27-28=-6916/1918,28-29=-6916/1918,4-29=-6916/1918,4-5=-6916/1918,5-30=-6916/1918,30-31=-6916/1918, 6-31=-6916/1918,6-32=-6300/1757,32-33=-6300/1757,33-34=-6300/1757,7-34=-6300/1757,7-8=-4537/1257 BOT CHORD 1-15=-443/1318,15-35=-1089/4100,35-36=-1089/4100,14-36=-1089/4100,14-37=-1086/4108,37-38=-1086/4108, 13-38=-1086/4108,13-39=-1656/6297,39-40=-1656/6297,12-40=-1656/6297,12-41=-1658/6300,41-42=-1658/6300, 11-42=-1658/6300,11-43=-1087/4109,43-44=-1087/4109,10-44=-1087/4109,10-45=-1090/4101,45-46=-1090/4101, 9-46=-1090/4101,8-9=443/1319 WEBS 2-14=0/270,2-13=-658/2575,3-13=-963/416,3-12=-188/750,4-12=-489/285,6-12=-186/746,6-11=-964/417, 7-11=-659/2577,7-10=0/270 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced 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=32ft;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 20.0psf 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 694 lb uplift at joint 1 and 695 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. LOAD CASE(S) Standard Continued on page 2 1Job Truss Truss Type .Oty -pfy -- — — A005928t 8165 724 HIP GIRDER Run:7.620 s gpi 2 Job Reference(optional)-- — Building Component Supply,Green Cove Springs.FL Apr 2015 Print'OCry I Apr 30 2015 DX6 Industries,Inc.Wed Oct d 07:03:52 2015 P 2 ID:f vvnSTgW7 edIwVPMOQyzI9ydS15-I6BEDX6KSOAbOc 7yT704SBaddD?k15Fl9tT_hJy�Xb LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-7=-60,7-8=-60,16-20=-20 Concentrated Loads(lb) Vert:2=-91(B)5=-91(B)7=-91(B)14=-58(B)12=-58(B)4=-91(B)10=-58(B)25=-91(B)26=-91(B)27=-91(B)29=-91(B)31=-91(B)32=-91(B)33=-91(B)35=-204(B) 36=-150(B)37=-58(B)38=-58(B)39=-58(B)40=-58(B)41=-58(B)42=-58(B)43=-58(B)44=-58(B)45=-150(B)46=-204(B) 'Job Truss Truss Type — — -Tfy . A00592828165 T25 Half Hp Girder 2 1 Job Reference(optional)._ 6 Building Component Supply,Green Cove Springs,FL _ - Run:7.620 s Apr 30 2015 Print.7.620 s Apr 30 2015 MT*Industries,Inc.Wed Od 07 07:03:52 2015 Page 1 I D:fvvn 5TgW?ed IwVPMO0yzl9yd SI5-16B EDX6KSOAbOc?yT704 SBa V DBOIBbt9tT_hJyVuXb 2-0-0 I — 4-0-0 U I Scale=1:12.1 SPecial 4x10 2x4 II 11 5.00 12 2 11 3 T2II 1 T7 I I W1 W1 W2 ', HW1 � J 81 - I ; 7\ 6 5 12 4 3x4= 2x4 II NAILED Special 224tH-86# 3x4= 2x4 '1 0-5-8p-1-8) 2-0-0 6-0.0 00 I 400 I 2 Plate Offsets(X,Y)- (12201,969#1-14],12:0-6-8,0-2-0] _ LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.01 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(TL) -0.02 4-5 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.08 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:28 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc 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 Left 2x4 SP No.3 1-6-0 MiTe e k recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=220/0-5-8 (min.0-1-8),4=224/Mechanical Max Horz 1=31(LC 21) Max Uplift1=-69(LC 8),4=-86(LC 5) FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-287/100,2-11=0/0,3-11=0/0,3-4=-106/74 BOT CHORD 1-6=-64/108,5-6=-92/246,5-12=-93/256,4-12=-93/256 WEBS 2-5=-3/115,2-4=-267/97 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);Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 69 lb uplift at joint 1 and 86 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)"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)153 lb down and 110 lb up at 2-0-0 on top chord,and 32 lb down and 58 lb up at 2-2-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,4-7=-20 Concentrated Loads(Ib) Vert:2=38(F)5=-32(F)11=17(F)12=-16(F) --------- Tob Truss Truss Type -- Qty Ply A00592831 8165 81u5 en Deck Open 2 5 g 7edIwVPMeODyzl9r 30 20D5(optional) as,Inc. Od Oct 071f91OXt20D Page 1 ; 'Job Reference Budding Component suppH,careen Cove Springs.FL ------------- Run:7ID:f T3W 15 Print 1-10-5 1-10-5 Scale=1:9.5 5.05 12 2 1 40#/-25# 7 ,r :irYf� _ r, 3x4= 3 1-10-5 - 1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) -0.00 6 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-5 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=74/0-5-8 (min.0-1-8),2=40/Mechanical,3=34/Mechanical Max Horz 1=32(LC 12) Max Upliftl=-9(LC 12),2=-25(LC 12),3=-5(LC 12) Max Gray 1=74(LC 1),2=40(LC 1),3=40(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-38/13 BOT CHORD 1-3=-73/26 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)zone;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 9 lb uplift at joint 1,25 lb uplift at joint 2 and 5 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 - lay •Ply A0059264 8185 727 Jack-Open 2 1 • 7 IL Job Reference(optional) • Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 302015 Print 7.620 s Apr 30 2015 MiTek Industries.Inc.Wed Od 07 07:03:53 2015 Page 1 ID:t vvn5TgW?edlwVPMOQyzl9ydSl5-DJIcQt6yDiIS21a91 rXJ?07wOdXY1 f91 OXCYDmyVuXa I —2-17-2 2-11-2 Scale=1:11.2 2r4.64(;2 T1 / 69#/-39# 115#/-16# — lop 1 m;.- 0-5-11(0-1-8) I • 1 4 3 _ 3x4= 54#1-5# 3x5 I I 2-11-2 { 2-11-2 I Plate Offsets(X,Y)— [1:0-1-10,0-2-15] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/defl lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) 0.01 3-7 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.13 Vert(TL) -0.01 3-7 >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 FBC2014/TPI2007 (Matrix-M) Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-2 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 I, fvliTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=115/0-5-11 (min.0-1-8),2=69/Mechanical,3=45/Mechanical Max Horz 1=45(LC 12) Max Uplift1=-16(LC 12),2=-39(LC 12),3=-5(LC 12) Max Grav1=115(LC 1),2=69(LC 1),3=54(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-55/21 BOT CHORD 1-4=-291/138,3-4=0/0 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)zone;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.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 16 lb uplift at joint 1,39 lb uplift at joint 2 and 5 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 Tniss PI-- Truss Type Qty Y A0059285' 8165 l T28 Jad•Open M Run:7.620 s Apr 30 2015 Print Job Reference(optional) 1 5 1 — -- ---- - — 7.820 s Apr 30 2015 MiTek Industries.Inc.Wed Oct 07 07:03:53 2015 Page 1 Building Component Supply.Green Cove Springs,FL ID:fvvn TgW7 edlwVPMOQyzl9ydS15-DJIcOt6yDilS21a9,rXJ7O7w9dY11f91 OXCYDmyVuXa 2-10-8 2-10-8 Scale=1:11.5 2T , 5.00 ,2 i 1 T1 64#/-39# o 103#/-11# d, 1 rn I . 1 :) 1+ 'I PPACIIMI iligamminimill= 1 1111111 q 3 _ 3x4= 50#/-5# 2x4 II I 2-10-8 I 2-10.8 Plate Offse is(X,Y)-- 1:0-1-8,0-1-14] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(TL) -0.01 3-7 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-8 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 1-5-14 ' MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=103/0-5-8 (min.0-1-8),2=64/Mechanical,3=39/Mechanical Max Horz 1=44(LC 12) Max Uplift1=-11(LC 12),2=-39(LC 12),3=-5(LC 12) Max Grav1=103(LC 1),2=64(LC 1),3=50(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-86/27 BOT CHORD 1-4=-175/113,3-4=0/0 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 11 lb uplift at joint 1,39 lb uplift at joint 2 and 5 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 tQN 'Ply A0059286 8185 729 Roof Speaal 1 1 • Job Reference(optional) •ic _, Building Component Supply.Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc.Wed Oct 07 07:03:53 2015 P e 1 ID:fvvn5TgW7 edlwVPMOQyz19ydS15-DJIcQt6yDiIS2Ia91 rXJ7O7xKdZ31f91 OXCYDmyVuXa 0-8-13 2-0-0 3 --i F 0-8-13 I 1.3. 2x4 14357 12 Scale=1:9.4 2 3 r)( 1 3x6 T2 T1 i W1 53#/38# B1 )( 4 74#/-20# 38#!ON 5 2x4 .__0813_ - - .:. 2-0-0 —I 0-8-13 1-3-3 Plate Offsets(X,Y)– 12:0-3-0,0-2-1011 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(TL) -0.00 4-5 >999 180 BCLL 0.0 • Rep Stress Ind YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, 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=53/Mechanical,5=74/Mechanical,4=21/Mechanical Max Horz 5=7(LC 12) Max Uplift3=-38(LC 8),5=-20(LC 8) Max Grav3=53(LC 1),5=74(LC 1),4=36(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-17/8,2-3=0/0,1-5=-58/66 BOT CHORD 4-5=0/0 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.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)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 38 lb uplift at joint 3 and 20 lb uplift at joint 5. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard