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1776 MARITIME OAK DR - TRUSSES (2) 11 Job Truss Truss Type I Qty Ply Riverside Homes/Bankston Res/JK 78469932 J160217 F01 FLOOR 6 1 1 Job Reference(optional) 7.640 s Sep 29 2015 MiTek Industries.Inc.Wed Apr 20 12:07:54 2016 Page 1 Man ingButkingStrppies. Jacksonville.FL ID:Et0?902t3mBsJiY_bfhnllzRmPt-Ga04z?y04D1G9fOtnLVFL_Kt4Y2QFj5uXb9WWNzOrIZ 0-1-8 H � 2-0-0 O-7-19 Scale=1:35.7 4x4= 1.5x4= 4x4= 1.5x4 II 3x6 FP= 4x4= 4x7 1 2 3 4 5 6 7 8 9 10 11 1.24 a,. \ /1141\/\ \./ \_V\ �/ii/ 22 21 20 19 18 17 16 15 14 13 12 5x5= 4x4= 3x8 MT2OHS FP= 1.5x4 I 4x4= 5x5= 11-10-12 20-10-12I l 11-10-12 ---- -- - -- - ---- 9-0-0 Plate Offsets(X,Y)-- [1:Edge,0-1-e),[11_0-3-0,Ed9e1,[24:0.1-8,0-0-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.56 Vert(LL) -0.23 17 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.98 Vert(TL) -0.36 17 >681 360 MT2OHS 187/143 a BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(TL) 0.07 12 Na n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:116 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1 D(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.1D(flat) end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing, Except: 2-2-0 oc bracing:17-18. REACTIONS. (lb/size) 23=1129/0-3-8,12=1136/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 23-24=-1124/0,1-24=-1123/0,11-12=-1129/0,1-2=-914/0,2-3=-2305/0,3-4=-3216/0, 4-5=-3769/0,5-6=-3769/0,6-7=-3712/0,7-8=-3221/0,8-9=-3221/0,9-10=-2304/0, 10-11=-913/0 BOT CHORD 21-22=0/1725,20-21=0/2863,19-20=0/2863,18-19=0/3558,17-18=0/3769,16-17=0/3769, 15-16=0/3563,14-15=0/2861,13-14=0/1727 WEBS 11-13=0/1371,1-22=0/1339,10-13=-1292/0,2-22=-1288/0,10-14=0/917,2-21=0/922, 9-14=-884/0,3-21=-885/0,9-15=0/573,3-19=0/561,7-15=-542/0,4-19=-543/0, 7-16=-17/448,4-18=-77/639,5-18=-319/0,6-17=-281/225,6-16=-523/252 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. ♦♦1,1111111,/g,�'' 3)All plates are 3x3 MT20 unless otherwise indicated. 4)Refer to girder(s)for truss to truss connections. `lis%% Q " R&- i.,, 5)'Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. � ' G E N l °, 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.. Q ,••�," "t '.'• �. be attached to walls at their outer ends or restrained by other means. • • No 5812. ' 7)CAUTION,Do not erect truss backwards. •::"P.' ""/ 4 • :4/Z.: S4/ P � �••tt 5:,.1 O, Philip J.O'Regan PE No.58126 MRek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 1 0 WARNING-Verily design parameter's and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. tilt Design valid for use only with MnekdO connectors.'his design Is based only upon parameters shown-and is tar<n indMdual building ng component,not a truss system.Belore use,the briding designer must verity the at vilcdrblity of design parameters and Fxoperly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Indivkival truss web and/or chord members only. Additional temporary and permanent txacing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication. East Blvd. ication,storage.delNery,erection and txacIFL ng of trusses and truss systems,seeANSI/1PI1 Quality Criteria,058.89 and SCSI Building Component 6904 Parke East 0 Safety Information avhornPl lable hotruss ate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22:514. Tampa. Job 'fruss Truss Type Qty Ply Riverside Homes I Bankston Res/JK 784699331 J160217 F02 Floor9 1 �_ Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc.Wed Apr 20 12:07:65 2016 Page 1 ID:Et07902t3mBsJiY_bfhnllzRmPt-kn_SBKzerX97npb3L31UuCt2gyQJ-ChImFu32pzOrIY 0-1-8 H I 1-3-0 I I 2-1-4 I Scale=1:28.4 4x4= 1.5x4= 1.5x4 II 3x6= 457= 1 2 3 4 5 6 7 8 iara 11 12 _8 V \ / \w . la +\./ u \ le 16 15 14 13 12 11 10 4x4= 4x4= 16-8-12 I 16-8-12 Plate Offsets(X,Y)-- [1:Edge,0-1-81,[8:0-3-0,Edge),[18:0-1-8,0-0-121 ------ LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) Udell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.57 Verl(LL) -0.16 12-13 >999 480 MT20 244/190 TCDL 10.0 1 Lumber DOL 1.00 BC 0.81 Vert(TL) -0.24 12-13 >841 360 BCLL 0.0 Rep Stress!nor YES WB 0.30 Horz(TL) 0.04 9 rVa n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:95 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1 D(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.1D(flat) end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 17=900/0-3-8,9=906/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 17-18=-898/0,1-18=-897/0,8-9=-901/0,1-2=-715/0,2-3=-1714/0,3-4=-2383/0,4-5=-2383/0,5-6=-2271/0, 6-7.1731/0,7-8=-708/0 BOT CHORD 15-16=0/1337,14-15=0/2093,13-14=0/2383,12-13=0/2383,11-12=0/2112,10-11=0/1335 WEBS 8-10=0/1064,1-16=0/1047,7-10=994/0,2-16=-988/0,7-11=0/630,2-15=0/598,6-11=-604/0,3-15=-601/0, 6-12=0/354,3-14=0/647,5-12=-403/72,4-14=-327/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)"Semi-rigid pitchbreaks with fixed 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. ``,II I1 1111111 5)CAUTION,Do not erect truss backwards. sS% Q J. C;17:? '/,, \\>.• & • :, • Q�...• , G E N 5�.•9•,y,� No 5812. *:• :* I.-32,.• do/ :1•U Z. :,0. . 1P/>•• ''"49' .il A.1-..‘-.C-:"`-‘t.C":".:411s%%::.? Philip J.O'Regan PE No.58126 Mffek USA,Inc.FL Cat 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 o WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev.10/03/201S BEFORE USE. 1111 Design valid tor use only with MIIekS connectors.This design is based only upon parameters shown.and Is for an Individual building component,not 111 a truss system.Belore use,the building designer must verily the applicability of design parameters and properly Incorporate this design Into the overall balding design.Bracing indicated Is to prevent budding of kMtvkkrd truss web and/or chord members only.Additional temporary and permanent tracing MiTek' Is always required for stability and to prevent collapse with possible personal Initay and property damage. fa general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSl/TPI I Quality Crtteda,DSB-89 and BCSI Bulling Component 6904 Parke East Blvd I Safely Information available from Truss Plate Institute,218 N.Lee Sheet.Suite 312.Alexandria,VA 22314. Tempa.FL 33610 •" ruSS russ ype • • Riverside Homes/Bankston Res/JK T8469934I J160217 FO2A Floor 2 1 Job Reference(optional) a Manning shrifts Supplies, Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Wed Apr 20 12'.07:55 2016 Page 1 I D:Et0?902t3mBsJiY_bfhnllzRmPt-kn_SBKzerX97npb3L31 U uCt2gy0J_Chi mFu32pzOrIY 0-1-8 H I 1-3-° I 1 2-1-4 I Scale=1:28.4 4x4= 1.5x4= 1.5x4 II 3x6= 4x7= 1 2 3 4 5 6 7 0 .• xis - • Vpnlirn\._ \ •••/ — Cti —1\ 16 s- 15 14 13 12 if 10 4x4= 4x4= 16-8-12 16-8-12 Plate Offsets(X,Y)-- [1:Edge,0-1-81,[8:0-3-0,Ee1,118:0-18,0.0.121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl lid PLATES GRIP TCLL 40.0 I Plate Grip DOL 1.00 TC 0.57 Vert(LL) -0.16 12-13 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.81 Vert(TL) -0.24 12-13 >841 360 BCLL 0.0 Rep Stress!nor YES WB 0.30 Horz(TL) 0.04 9 IVa n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) i, Weight:95 lb FT=20%F,119E LUMBER- BRACING- TOP CHORD 2x4 SP No.1 D(flat) TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc purlins, except BOT CHORD 2x4 SP No.1D(flat) end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 17=900/0-3-8,9=906/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 17-18=-898/0,1-18=-897/0,8-9=-901/0,1-2=-715/0,2-3=-1714/0,3-4=-2383/0,4-5=-2383/0,5-6=-2271/0, 6-7=-1731/0,7-8=-708/0 BOT CHORD 15-16=0/1337,14-15=0/2093,13-14=0/2383,12-13=0/2383,11-12=0/2112,10-11=0/1335 WEBS 8-10=0/1064,1-16=0/1047,7-10=-994/0,2-16=-988/0,7-11=0/630,2-15=0/598,6-11=-604/0,3-15=-601/0, 6-12=0/354,3-14=0/647,5-12=-403172,4-14=-327/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)"Semi-rigid pitchbreaks with fixed 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. ,,011111111/i. 5)CAUTION,Do not erect truss backwards. ,�s J. ,- , Ie, •� \P F ,,•QNB\.•�c E N s c;��% • ,, F' No 5812. *: :* ., 1.:53.. e/-4 4 :<V -i •• ' -dr: O P ��,` • • 1��Sk•� • IAi�,Iin Philip J.O'Regan PE No.58126 MiTekk USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: • April 20,2016 imam 1 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MU-7473 rev.1GDY1015 BEFORE USE. II _ Design valid for use only with MN*?'.•connectors.this dc-sign is based only upon parameters shown.and Is for cis Individual building component.not �� a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design.lsaci ng Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mulek' Ls always watered for stability and to prevent collapse with possible personal Inlery and property damage. For general guidance regarding the tabricatbn,storage,delivery,erection and bracing of Misses and truss systems.seeANSI/TPI1 Quality Criteria,058-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from truss Plate Institute,218 N.Lee Street,Suite 312,Nexandrla.VA 22314. Tampa.FL 33610 Job truss fruss Type Oty Ply Riverside Homes I Bankston Res I JK T8469935 J160217 F03 Floor Supported Gable 1 1 Job Reference(optional) Manning Building StipplesJacksonville.FL 7.640 s Sep 29 2015 MTek Industries.Inc. Wed Apr 20 12:07:56 2016 Page 1 I D:Et0?902t3m BsJ iY_bf hn l lz R m Pt-CzXr Og zGbr H z P z AGV m Yj R P P K?MYOjiJ A?vec aGz O r 1 X 1 3x3= 21.5x4 II 31.5x4 II 4 3x3 II Scale=1:11.3 .111 11 1111111.111 671E1 9 11 ■t ME MI MI 8 7 6 5 3x3— 3x3— 1 5x4 3x3 3-3.4 3.3.4 ---_ - - - ---- Plate Offsets(X,Y)-- (9:0-1-8,0.0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 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 0.02 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 ' Code FBC2014/TPI2007 (Matrix) Weight:25 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-3-4 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2(flat) REACTIONS. All bearings 3-3-4. (Ib)- Max Gray All reactions 250 lb or less at joint(s)8,5,7,6 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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 with fixed 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. X11/1111/11 1. �; I Job truss Truss Type I Qty Ply Riverside Homes/Bankston Res/JK II 78469936 IJ160217 • F04 GABLE 1— 1 LL Job Reference(optional) Manning Buicfing Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Wed Apr 20 12:07:56 2016 Page 1 I D:Et0?90213mBsJ iY_bihnl IzRm Pt-CzXrOgzGbr H z PzAGv mYj R PPKvMyvjjJA?vecaGzOr I X 1.5x4 II 1 3x6= 21.5x4 II 3 4 3x3 I I Scale=1:11.3 f 1 I l R R 7 6 5 3x3 3x3— 3x6= 1.4-0I 2-8-0 i 3-1-0 • ____ _ ___1-4-0 — 1-4-0 0-5-0 LOADING(psi) SPACING- 2-0-0 j CSI. ? DEFL. in (loc) Udefl Ud PLATES GRIP • TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 Vert(LL) n/a - rt/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 Incl YES WB 0.02 i Horz(TL) 0.00 5 Na n/a BCDL 5.0 Code FBC2014/TPI2007 (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 3-1-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2(flat) REACTIONS. (lb/size) 7=67/3-1-0,5=96/3-1.0,6=147/3-1-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 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 with fixed heels"Member end fixity model was used in the analysis and design of this truss. I 5)Recommend 2x6 sirongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to I be attached to walls at their outer ends or restrained by other means. `,%111111111/1, 5:" ? J. RF"le,' . No 5812. r r. *: 1*• i1 i • •% ''14 1//IIOAltLl tON Philip J.O'Regan PE No.58126 MfTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MWTEK REFERANCE PAGE MN-7473 rev.1fW3/2015 BEFORE USE. Deslgrn valid for use oNy with Mllekw connectors.els design isbased only upx n rzxaneters sirosm.arxi u for car frrdM kill txrlding component.not a taus system.Betore use,the txilding designer must verity the applicability at design parameters arnd rxoperty Incorporate this design into the overall bilking design.Srachg Indicated is to prevent buckling of Individual puss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always requited for stability and to prevent collapse with possible personal him/and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication,storage,delivery,erection and bracing of trusses and Puss systems.seeANSI/1PI1 Quoin)/Criteria,DSB-89 and SCSI Building Component ! Tampa,FL 33610 Safety Information available from Tess Plate InstItu te,218 N.lee Street.Suite 312,Alexandria.VA 22314. • Job truss Truss Type Qty Ply Riverside Homes/Bankston Res/JK 78469937 J160217 F05 Floor Supported Gable 1 1 Job Reference(optional) 7.640 s Sep 29 2015 MTek Industries.Inc.Wed Apr 2012:07:56 2016 Page 1 Mennrng Building Supplies, Jacksonville.FL I D:Et0?90213mBsJ iY_bthnllzRmPt-CzXrOgzGbrHzPzAGvmYIRPPKwMyOjjJA?vecaGzOrIX Scale=1:12.6 1 3x3— 21.5x4 II 31.5x4 1 41.554 fl 5 3x3 II ME � II w 1 11 ,, c ll ■■ w w ■■ ovee.V 10 9 8 7 6 3x3= 3x3— 1.5x4 1.5x4 3x3 5-4-12 I 5-4-12 - - Plate Offsets(X,Y)-- [11:0-1-8,0-0-121 --- LOADING(psi) SPACING- 2-0-0 CSI. DEFL, in (loc) I/detl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 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 0.02 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 I Code FBC2014ITP12007 (Matrix) Weight:33 lb FT=20%F,11%E LUMBER- BRACING- • TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-4-12 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. ' WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2(flat) REACTIONS. All bearings 5-4-12. (Ib)- Max Gray All reactions 250 lb or less at joint(s)10,6,9,8,7 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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 with fixed 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. `1i1i111tISI, , •• \\., \P �• O 1 I4I, ,•Q•`•`G E N s%.1,/_• No 5812. • *: :* x-,3 . / •• 4 • I7111I1111 Philip J.O'Regan PE No.58126 MITek USA,Inc,FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Data: • April 20,2016 Q WARNING-Varity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 541-7473 rev.10/03/2816 BEFORE USE la Design wild for use only with MIek&connectors.This design Is lxsext only upon parameters shown,and Is for an Individual txlldlrtg component.not a truss system.Before use,the bullring designer must verily the a r. ricolrVly of design parameters and properly Incorporate this design Into the overall tx>Adng design. Bracing Indicated Is to prevent buckling o1Indlvkdual truss web and/or chord members only. Addikrnal temporary and permanent bracing MiTek' is always requ Iced for stability and to prevent collapse with possble personal injury and property damage. For general gut dance regarding the fabrication,tion,storage,delivery.erection and tracing of trusses and truss systems,seeANSt/IPI I Quality Criteria,058-89 and SCSI Building Component 6904 Parke East Blvd. Solely Information available from truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Jeb Truss Truss Type I Oty Ply Riverside Homes/Bankston Res/JK T84699381 J160217 F06 Floor i 1 1 ' Job Reference(optional) Wang Building Supplies Jacksonville,FL 7.640 s Sep 29 2015 MTek Industries,Inc. Wed Apr 20 12:07:57 2016 Page 1 10:Et0?902t3mBsJiY_bfhnllzRmPt-g95Db0_uM8Pg071ST U3yzdyPEmCOS87KEZOA7izOrl W 1-3-0I I 1-4-0 3x6= Scale=1:12.6 1 3x6= 21.5x4 II 3 3x3= 4 • • cri 1 1.5x4 I 3x3 a 7 6 3x3= 3x3 'I 3x3 H 4-45-10-0 4-4-0 l 1.6-0 LOADING(psf) SPACING- 2-0-0 • CSI. DEFL. in (lora) Udefl Ud PLATES GRIP f{ TCLL 40.0 Plate Grip DOL 1.00 TC 0.50 Vert(LL) -0.03 6-7 >999 480 MT20 244/190 11 TCDL 10.0 Lumber DOL 1.00 BC 0.41 Vert(TL) -0.04 6-7 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.00 5 n/a n/a a BCDL 5.0 1 Code FBC2014/TPI2007 (Matrix) 9 a Weight:38 lb FT=20%F,11%E a• _ . _- -- LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-10-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=307/0-3-8,5=307/0.5-7 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-9=-33110,4-5=-309/0,1-2=-271/0,2-3.-271/0 BOT CHORD 7-8=0/271,6-7.0/271 WEBS 4-6=0/253,1-8=0/398 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)"Semi-rigid pitchbreaks with fixed 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 3-1Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ,,411111111//I/ ,.,Q�``:•�G E N 3••'4��• .. No 5812. i Philip J.O'Regan PE No.58126 Mitek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.I0/03P20I5 BEFORE USE. , Design valid for use only with Mtteknu connectors.iris design Is based only upon parameters shown.and Is for an individubuildbuilding component.not a truss system.Before use,the building designer must verily the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual tr ss web and/or chord members only. Additional temporary and permanent bracing MITek• is always required for stability and to prevent collapse with possible personal irtirsy and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI t Quality Criteria,D55-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Iruss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 27314. 1 Tempa.FL 33610 --_. 1 Job Truss Truss Type I Qty Ply Riverside Homes/Bankston Res/JK 784699391 !'�J160217 F07 Floor 11 1 1 Job Reference(optional) Manning Building Suppfee Jacksonville.FL 7.640 s Sep 29 2015 Muck industries.Inc. Wed Apr 20 12:07:57 2016 Page 1 0 2 4ID:Et07902t3mBsJiY_bfhnllzRmPt-g95Db0_uM8Pg071STU3yzdyVPmHHSBsKEZ0A7izOr1W I 1.0.4 1 1 1-2-8 I I 1-2-8 1-2-8 1-3-0 1-3-15 1 1—f I Scale=1:17.2 3x6= 1 3x6= 2 3 4 5 6 3x6= 7 8 9 • o e • 4 cc� T ' e e- • e •• •:::Oi is•O•:O•:•i O:O i•00:::::::•O:•:•Pi:i is*:::::•OPi•K••::: ••viii i i iiiii•Oii i ii'i•POOOOi i•00•Pi•O'�i•�•i••O�•�•�OP�•i i•L•�•�1.00OOi i O�O•�i• •.•iii•::::•::P::O:O:Pi:OP:::•0!:::::O:::L::i1::O::Pi•:0::!::::OO::Oi:00:::::::,$::::::::• 17 10 :i::):::i••:•.*):: i••:•iii City PlyRiverside Homes/Bankston Res/JK 1 Job Truss Truss Type h T8469940� J160217 FOB Floor 5 1 I Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Wed Apr 20 12:07:58 2016 Page 1 ID:Et0?902t3mBsJiY bfhnllzRmPt-8M1bpM?W7SXheHKeOBaBWgUa09SfBYgTSD7j18zOrIV 0-1-8 H I 1'� I I 2-0-0 10.10.12 I Scale=1:27.9 4x4= 1.5x4= 1.5x4 II 4x7= 1 2 3 4 5 6 7 8 i0...C.--) 404 h h h h kr• OA rA ,_, \ \ / .- irg as psi%I �l li o 78 17 16 15 14 13 12 11 10 v 4x4= 3x6 I 3x6 I 3x6 II 4x4= I 7-9-0 1 I 6-6-0 i 9-0-0 I 11-3-0 , 12-1-12 . 16-1-12 6-6-0 2-6-0 2-3-0 '0-10-12 ' 4-0-0 _Plate Offsets(X,Y)--_[1:Edge,0-1-8],[8:03-0,Edgel,[13:0-3-0,0-0-01,[20:0-1-8,O.0-12L_____ LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.47 Verl(LL) -0.14 14-16 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.83 Vert(TL) -0.22 14-16 >875 360 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(TL) 0.03 9 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) j Weight:98 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.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 19=868/0-3-8,9=874/0-3-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 19-20=-864/0,1-20=-863/0,8-9=-866/0,1-2=-682/0,2-3=-1647/0,3-4=-2150/0,4-5=-2172/0,5-6=-2172/0, 6-7=-1696/0,7-8=-675/0 BOT CHORD 17-18=0/1281,16-17=0/1997,15-16=0/2261,14-15=0/2258,13-14=0/2172,12-13=0/2172,11-12=0/1281,10-11=0/1281 WEBS 8-10=0/1013,1-18=0/999,7-10=-963/0,2-18=-950/0,7-12=0/643,2-17=0/581,6-12=-953/0,3-17=-557/0, 4-14=-263/201,6-13=0/590 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)"Semi-rigid pitchbreaks with fixed 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. 111111 5)CAUTION,Do not erect truss backwards. ��`,,' J• 0'R!11 •.• \�%? � ' �, No 5812. .. r r. *: :* ///,/;e4 •:u Philip J.O'Regan PE No.58126 Mitek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: • April 20,2016 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mu-7473 rev.10/0312015 BEFORE USE. Design valid for use only wtlh MlTelca conneckrs.Inls design is based only upon parameters shown,and Is for an Individual tulding component,not n a truss system.Before use,the briking designer must verily the appilcability of design parameters and properly incorporate this design Into the overall bUldng design. Bracing Indicated Is to prevent buckling of indMdual Inns web and/or chord members only. Additional temporary and permanent tracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and properly damage. for general guidance regarding the fabrication.storage,delivery.erectIon and bracing of trusses and truss systems,seeANSI/1PI l Quality Criteria,DSB-89 and BCS(Building Component 6904 Parke East Bbd. ! Safely Information available horn truss Plate Institute,218 N.Lee Street,Suite 312-Alexandria.VA 22314. Tampa.FL 33610 I • Job Truss Lruss Type Qty Ply Riverside Homes I Bankston Res I JK 78469941 J160217 F09 Floor .3 1 — Job Reference(optional) Manning Building Supplies. Jacksonville,FL 7.640 s Sep 29 2015 Mack Industries.Inc.Wed Apr 20 12:07:59 2016 Page 1 I D:EtO?902t3mBsJiY_bihnllzRmPt-dYDzOi08umfYGRvrav5Q221 nuZoNw?zdHtHBbzOrIU 0-1-8 H I 1-3-0 i I 2-0-0 I 0-9-4 I Scale=1:27.7 454= 1.554= 1.554 II 457= 1 2 3 4 5 6 7 8 0 wL • • • i'Cl : \ / */ ; ' o 18 17 16 15 14 13 12 11 10 9 4x4= 7-9-0 I 3x6 II 3x6 II 3x6 II 4x4= 9-0-0 11-3-0 12-0-4 16-0-4 I 66-6-0 2-6 -0 2-3-0 10.9-4 _ -- 4-0-0 Plate Offsets(X,y)-- I1:Edge,0-1-81,(8:0-3-0,Edge),113:0-3-0,0.0.0),120:0-1-8 0-0-12j__ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.36 Vert(LL) -0.13 14-16 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.80 Vert(TL) -0.20 14-16 >958 360 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(TL) 0.03 9 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:98 lb FT=20%F,114E LUMBER- BRACING- TOP CHORD 2x4 SP No.1 D(ilat) 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.2(ilat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 19=861/0-3-8,9=867/0-1-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 19-20=-857/0,1-20=-856/0,8-9=-859/0,1-2=-676/0,2-3=-1629/0,3-4=-2122/0,4-5=-2126/0,5-6=-2126/0, 6-7=-1689/0,7-8=-666/0 BOT CHORD 17-18=0/1269,16-17=0/1974,15-16=0/2229,14-15=0/2226,13-14=0/2126,12-13=0/2126,11-12=0/1268,10-11=0/1268 WEBS 8-10=0/1001,1-18=0/990,7-10=-956/0,2-18=-941/0,7-12=0/652,2-17=0/572,6-12=-971/0,3-17=-547/0, 4-14=-279/190,6-13=0/617 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)9. 4)"Semi-rigid pitchbreaks with fixed 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 ,.10111111;11,' be attached to walls at their outer ends or restrained by other means. ,,0� Q , 0 i. 6)CAUTION,Do not erect truss backwards. ♦ \ AA` • �•NQ1�\:"\G ENS. G,y2•.. No 5812• •• S. • ' .' / *, �4,u,4„r111 Ai 00ss.iss. Philip J.O'Regan PE No.58126 MITek USA,Inc.Ft.Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: • April 20,2016 • V WARNING-Wordy d sIgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1003/2015 BEFORE USE. • Mit Design valld for use only with Mlleke connectors.this design is based only upon parameters shown.and Is for an Individual building component.not a truss system.Before tae.the building designer must verify the<tppllcabiny of design parameters and property incorporate this design Into the overall baling design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent isanent tracing 1 MiTek' is always regaled for stability and to prevent collapse with possible personal injury and property damage. ter general gukknce regarding the e East Blvd.fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSIRPI I Qually Criteria,DSB-8 9 and SCSI Building Component Tampa.6904 Parke rk Et 0 Safely Information available from Truss Plate Institute,218 N.Lee Street-Suite 312.Noxandrta.VA 22314. __j Job Truss Truss Type Qty j Ply Riverside Homes/Bankston Res/JK T8469942:1 J160217 F10 Floor 3 I 1 Job Reference(optional)_ Manning Guiding Suppies, Jacksonville,Ft. 7.640 s Sep 29 2015 MiTek Industries.Inc.Wed Apr 20 12:07:59 2016 Page 1 ID:EtO?902t3mBsJiY_bfhnllzRmPt-dYDz0i08umfYGRvrav5Q221 nwZoMt s?xdhttHBbzOrl U 0-1-8 _ 10-4 H H 1-3-0 f I 2 0 I a�-- Scale=1:27.8 4x4= 1.5x4= 1.5x4 II 4x7= 1 2 3 4 5 6 7 8 5 T i2° i--\\./ \ / \ — 7 / ; d o 18 17 16 15 14 13 12 11 10 4x4= 7-g-0 3x6 I 3x6 II 3x6 l; 4x4= • 6.6.0I 9-0-0 11-3-0 112-1- I 16-1-4 6-6-0 _ _ 2-6-0 _-_ 2-3-0 0-10-4 4-0-0 Plate Offsets(X,Y)-- 11:Edge,0-1-81,18:0-3-0,Edge1,113:0-3-0,0-0-01,L20:0-1-8,0-0.121 LOADING(psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 I Plate Grip DOL 1.00 TC 0.36 Vert(LL) -0.13 14-16 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.80 Vert(TL) -0.20 14-16 >958 360 BCLL 0.0 Rep Stress lncr YES WB 0.28 Horz(TL) 0.03 9 n/a n/a BCDL 5.0 Code F8C2014/TPI2007 (Matrix) Weight:98 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1 D(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.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 19=866/0-3-8,9=872/0-2-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 19-20=-862/0,1-20=-861/0,8-9=-864/0,1-2=-680/0,2-3=-1641/0,3-4=-2140/0,4-5=-2156/0,5-6=-2156/0, 6-7=-1697/0,7-8=-671/0 BOT CHORD 17-18=0/1277,16-17=0/1989,15-16=0/2252,14-15=0/2249,13-14=0/2156,12-13-0/2156,11-12=0/1276,10-11=0/1276 WEBS 8-10=0/1008,1-18=0/996,7-10=-961/0,2-18=-947/0,7-12=0/651,2-17=0/578,6-12=-949/0,3-17=-553/0, 4-14=-274/198,6-13=0/579 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)9. 4)`Semi-rigid pitchbreaks with fixed 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 `,,�ti� 11111iii,, be attached to walls at their outer ends or restrained by other means. ♦♦�• Q �• O'R t�� 6)CAUTION,Do not erect truss backwards. ♦ A. �j •% X'�:'�GENS . Tj 0 No 5812. ' • r. *: :* 1:1).•. , • • • Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 mit 0 WARNING-Verify design parematars and READ NOTES ON THIS AND INCLUDED MEEK REFERANCE PAGE MB-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek:connectors.This design Is based only upon parameters shown,and Is for cur kidMdual building component,not a truss system.Before use,the txMc9ng designer must verity the applicability of design parameters and properly Incorporate this cieslgn kilo the overall building design. Bracing Indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary cud permanent tracing MiTek• is always required for stability and to prevent colicpse with possible personal Inzy cud property damage. For general guidance regarding the kixlcatlon,storage,delivery.erection and tracing of trusses and truss systems,seeANsl/1PI I Quality Criteria,DSB-89 and SCSI Building ComponentEast Blvd.6904Tampa,Parke FL t 0 Safely Information avcilable from Truss Plate institute.218 N.lee Street,Suite 312.Atexa ndIla.VA 22314. Job fruss Truss Type iQty Ply Riverside Homes f Bankston Res/JK T8469243' J160217 F12 Floor 2 1 Job Ref erence_(optional) i Manning Building Supplies, Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Wed Apr 20 12:08:00 2016 Page 1 ID:Et0?902t3mBsJiY_bfhnt IzRmPt-5knLE21 mf3nPtaT 18ccfbFaxBzGsfUHmwXcgj 1 zOrIT 0.1.8 1-3-0 1-3-8 { H Scale=1:17.9 1.5x4 I I 1.5x4 II 3x6= 1 2 3 4 5 6 s e 4 13 e--L-� 1. . = o • t 11 10 9 8 7§ 9-6-8 II 9-6-8 Plate Offsets(X,Y)-- (13:0-1-8,0-0-12) - — LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 40.0 ; Plate Grip DOL 1.00 TC 0.39 Vert(LL) -0.03 10-11 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.27 Vert(TL) -0.04 10-11 >999 360 BCLL 0.0 Rep Stress Incr YES 1 WB 0.15 Horz(TL) 0.01 7 Na n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:57 lb FT=20%F,1146E 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.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12=505/0-3-8,7=511/0-2-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 12-13=-501/0,1-13=-501/0,6-7=-507/0,1-2=-357/0,2-3=-757/0,3-4=-757/0,4-5=-757/0,5-6=-356/0 BOT CHORD 10-11=0/659,9-10=0/757,8-9=0/661 WEBS 6-8=0/535,1-11-0/519,5-8=-484/0,2-11=-479/0,5-9=0/265,2-10=0/266 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)7. 4)'Semi-rigid pitchbreaks with fixed 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. 111 ,` 11111111/1 ,%,• Q�• �. •\GENS.•G'y�•.. • r No 5812. 1. ► *: :* i::::• /AV/e .1•%41./ ... Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 4 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE 111.7473 rev.10/09/2016 BEFORE USE. lin ' Design valid for use only with MI IekkT connectors.Itis design Is based only upon prnaxneters shown,and Is for an individual building component.not a truss system.Beane use,the building designer roust verily the applicability 01 design parameters and properly Incorporate this design into the overall bullring design. 8t acing Indicated Is to prevent buckling 01 Irxdlvidual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabricatirn,storage.delivery,erection and bracing of trusses and truss systems,seeANSUTP11 Quality Criteria,DS8-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type I Oty Ply ' Riverside Homes/Bankston Res/JK 784699441 IJ160217 F13 GABLE - - 1 - 1 - Job Reference(option) Manning Building Supplies, Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Wed Apr 20 12:08:00 2016 Page 1 I D:EtO?902t3mBsJiY_bfhnlIzRmPt-5knLE21mf3nPtaT18ccfbFaOhzKidWHmwXcqi1zOrIT o1H8 Scale=1:17.9 3x3 II 1 3x3= 2 3 4 5 6 7 6 • • •• • • • tLa 17r.• 1,1 — IIi W 16 15 14 13 12 11 10 9 3x3- 3x3- 3x3 II 1-4-0 2-8-0 4-0-0I 54.0 I 6-8-0 8-0-0 9-6-8 { 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-6-8 — _plate Offsets(X,Y)-- [17:0-1-8 0-0-121 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a - Na 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - rVa 999 BCLL 0.0 Rep Stress lncr YES WB 0.02 Horz(TL) 0.00 9 n/a n/a ' BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:52 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 9-6-8 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2(flat) REACTIONS. All bearings 9-6-8. (Ib)- Max Gray All reactions 250 lb or less at joint(s)16,9,15,14,13,12,11,10 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x4 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 with fixed 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. ,��tt11111/gIii %N%- P J. O'A �1,, F ., ••Q`Z`.-*GENS •9,L., .. No 5812e LT *. :yt // . .. 'i53.0... /*/ /74 - .....4441Z 61,-., •iii/ A1- •S`N II�� Philip J.O'Regan PE No.58126 Mfrek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 0 WARNING-Wray design par mm ras and READ NOTES ON THIS AND INCLUDED MEEK REFERANCE PAGE MD-7473 rev.1003/2015 BEFORE USE. ill Design valid for use only with MITek8 connectors.this design is bused only upon parameters shown.and Is for an Individual building component.not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall bulking design. Bracing Indicated Is to prevent budding 01 individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always requtred for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the 6904 Parke East Blvd.tabrk:atlo n,storage,delivery.erection and bracing of trusses and Inns systems,so0ANSI/1PI1 Quality Criteria.DSB-89 and SCSI Building Component Safety IMonnaaon available from Truss Mate institute,218 N.Lee Street.Suite 312,Nezandna.VA 22314. Tampa.FL 33610 Job Truss Truss Type I Qty Ply Riverside Homes/Bankston Res I JK 18469945, .1160217 F14 Floor 1 1 I Job Reference(optional) J Manning Building Supplies, Jacksonville,FL 7.640 s Sep 29 2015 Mask industries,Inc Wed Apr 20 12:08:01 2016 Page 1 ID:EtO.'902t3mBsJiY_bfhnl IzRmPt-ZXLkR01 PQNwGVk2DiK7u7T63W N W 90g7w8BMNGTzOrIS 0-1-8 0018H I 13o I 1-10.12 I Stale=1:17.6 1.5x4= 1.5x4= 6x8 II 6x8 I 4x7 II 3x6 II 3x6 1' 4x7 II 5 6 3 13 4 1 2• 0 0 0 --'-.--\ 1 1 ° i ° .// 9 - \ K 11 10 8 4x7 1 8 gxg= 4x7 II 8x8= 6 6x6= x6= 1.6.0 6-1-12 8-7-12 , 10-1-12 i 1-6-0 1 4.7.12 2.6.0 _ 1-6-0 Plate Offsets(X,Y)-- [1:Edge,0-1.8],(1:0-1-8,0-1-8],14:0-3-0,0-0-0],]6:0-1-8,0-1-81[6:0-3-0,Edge],[9:0-3-O,Edge],[10:0-3-0,Edge] _ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.61 Vert(LL) -0.03 8-9 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.59 Vert(TL) -0.09 9 >999 360 BCLL 0.0 Rep Stress lncr NO WB 0.62 Horz(TL) 0.02 7 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:85 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(tlat) 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.2(tlat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12=2048/0-2-8,7=2048/0-4-12 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-12=-2032/0,6-7=-2032/0,1-2=-1554/0,2-3=-3458/0,3-13=-3458/0,4-13=-3458/0,4-5=-3458/0,5-6=-1554/0 BOT CHORD 10-11=0/2930,9-10=0/3458,8-9=0/2930 WEBS 6-8=0/2211,1-11=0/2211,5-8=-2084/0,2-11=-2084/0,5-9=0/894,2-10=0/1048,3-10=-665/0,4-9=-549/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)12. 3)Load case(s)1,2,3,4,5,6 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 4)"Semi-rigid pitchbreaks with fixed 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. 0% \i' f. LOAD CASE(S)Standard ♦♦ J 0'A ,, 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 ••♦ sZ% •••G N •..-1.'i Uniform Loads(plf) ; Q •••0 S •.•2 /• = Vert:7-12=-10,1.6=-404 • No 5812. ' 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 ' Uniform Loads(pit) • Vert:7-12=-10,1-6=-404 _ • 3)1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 •0 Uniform Loads(pit) /� �� Vert:7-12=-10,1-13=-404,6-13=-233 :i53.0... / * �/ 4)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 •• / 0 Q;••� ,_� Uniform Loads(p11) - is • -•.•••"_‘‘,-."♦♦ Vert:7.12=-10,1-3=-233,3-6=-404 ♦ tS 5)3rd chase Dead:Lumber Increase=1.00,Plate Increase=1.00 ,te�II� pt l- ♦♦♦♦ Uniform Loads(pif) 111111111 Vert:7-12=-10,1-13=-404,6.13=-233 Ph81p J.O'Regan PE No.58126 6)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 MITek USA,Inc.FL Cert 6634 Uniform Loads(pit) 6904 Parke East Blvd.Tampa FL 33610 Vert:7-12=-10,1-3=-233,3-6=-404 Date: April 20,2016 0 WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MU-7473 rev.1003/2015 BEFORE USE. mit Design valid for use only with MiteK0 connectors.This design Is based only upon parameters shown.and is for an incilvktual building component,not a truss system.Before use.the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse wilts possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd.fatxlcatlon,storage,delivery,erection and bracing of trusses and truss systems,seeAN51/1Pl1 Quality Cr teria,05849 and SCSI Building Component Safety Information available from truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 russ russ ype Riverside Homes/Bankston Res/JK 18469946 J160217 F15 Floor 1I•ty 5 1 1 Job Reference(optional) 7.640 s Sep 29 2015 Mask Industries.Inc. Wed Apr 20 12:08:01 2016 Page 1 Manning Buikfing Supples. Jacksonville.FL ID:Et09902t3mBsJiY_bfhnllzRmPt-ZxLkRO1 PQNWGVk2DiK7u7T66nNapOxJW8BMNGTzOrIS 1-3-0I I 1-10-12 0148 Scale=1:17.1 1.5x4 I I 1.5x4 i I 1.5x4= 1 3x6= 2 3 4 5 6 \,—= 1 o • 13 • s- 11 10 9 8 1-6-0 6.1-12I 8-7-12 I 10-1-12 { 1-6-0 I —. . 4-7-12--- 2-6-0 1-6-0 Plate Offsets(X,Y)-- (13:0-1.8,0.0-12] LOADING(PSI) SPACING- 2-0-0 CSI. DEFL. in (loc) Weil Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.40 Vert(LL) -0.04 8-9 >999 480 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.35 Vert(TL) -0.05 8-9 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(TL) 0.01 7 Na n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight:59 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.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12=544/0-2-8,7=538/0-4-12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(ib)or less except when shown. TOP CHORD 1-12=-540/0,7-13=-534/0,6-13=-534/0,1-2=-385/0,2-3=-851/0,3-4=-851/0,4-5=-851/0,5-6=-386/0 BOT CHORD 10-11=0/716,9-10=0/851,8-9=0/714 WEBS 6-8=0/561,1-11=0/578,5-8=-521/0,2-11=-526/0,5-9=0/336,2-10=0/335 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)12. 4)"Semi-rigid pitchbreaks with fixed 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. _0%11111//ii. ,.•Q • se. ' GENS. G1 .. No 5812 // ,'••,Sif-'/,",mA, 00 Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 o WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/0312015 BEFORE USE. IMa Design valid for use only with Mileke connectors.Ibis design is based only upon pxxarnoters shown,and Is for an kxiMdual balding component.not a truss system.Before use,the building designer must verily the applicability of design parameters and property incorporate this design Into the overall bolding design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent haicing MiTek' Is always required for stabllty and to prevent collapse with possible personal Inlay and property damage. For general guidance regarding the East BNd. fabrication,storage,delivery,erection and bracing of!fusses and truss systems,seeANSI/TPI1 Quality Criteria. Criteria,D6B-89 and BCSI Building Component Tampa.04 Parke East 0 Safely Information available from truss Plate Institute,218 N.Lee Street.SuiteAlexandria.312,Alexdria.VA 22314. .Job Truss Truss Type Qty Ply Riverside Homes I Bankston Res I JK 784699471 160217 F16 Floor I_2 1 _ LJJob Reference(optional) _ I Manning ng Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Wed Apr 20 12:08:01 2016 Page 1 I D:EtO?902t3mBsJiY_bihnllzRmPt-ZXLkRO1 PONwGVk2 DiK7u7T66uNa2OxMw8BMNGTzOrI S 130I 1-9-8 Scale=1:16.7 1.5x4 II 1.5x4 II 3x6= 1 3x6= 2 3 4 5 6 • •• e e « e e I • e b e it 10 9 B 1-6-0 6-0-8 8-6-8I 10-0-8 I 1-6-0 4-6-8 -- 2-6-0 _ 1-6-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.39 Vert(LL) -0.04 10-11 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.34 Vert(TL) -0.05 10-11 >999 360 BCLL 0.0 Rep Stress lncr YES WB 0.16 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight:59 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.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12=539/0-2-8,7=539/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-12=-534/0,6-7=-534/0,1-2=-380/0,2-3=-835/0,3-4.835/0,4-5=-835/0,5-6=-380/0 BOT CHORD 10-11=0/707,9-10=0/835,8-9=0/707 WEBS 6-8=0/570,1-11=0/570,5-8=-519/0,2-11=-519/0,5-9=0/323,2-10=0/323 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)12. 1 4)"Semi-rigid pitchbreaks with fixed 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. ,_tit tilllllg/II .s` P J 0'R 4e,, �,�Q�`.••�c E ti S• Gyti•,� • No 5812.• • ' `• r • :1 . 'f' - ,, �j, S � �\ S , S : • S ` ,,,1� AV- i `,` /11111 111' Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 � o WARNING-Welty design paramsrars and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MU-7473 rov.10/7312016 BEFORE USE. ! ' Design valid for use only with MflekSv connectors.this design Is based only upon parameters shown,and is for an Individual building component.not a truss system.Before use,the building designer roust verify the applicability of design parameters and properly incorporate this design into the overall building design. 19ctckrg Indicated is to prevent buckling 01 Individual mass weband/w chard members only. Adal&mal temtxxctry cmd{xmnanent r raclrt{7 MiTek• Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general°MMdcrx:e regarding the 6904 Parke East Blvd. fa ricotkm,storage-delivery,erection and bracing of trusses and truss systems.seeANSI/1Pl1 Quality Criteria,DSB-89 and BCSI Building Component Sagely Information available from Truss Plate InstItute,218 N.lee Street Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job truss I Truss Type Qty Ply Riverside Homes/Bankston Res/JK T8469948 .1160217 F17 Floor •3 1 ',. Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Wed Apr 20 12:08:02 2016 Page 1 I D:EtO?902t3mBsJtY_b1hnllzRmPt-17v6fk21 Bh277udPF1 f7ggf HYnw67Oa3Nr5xovzOrIR 1-3-0 I I 1-10.8 i Scale=1:16.8 1.5x4 I I 1.5x4 II 3x6— 3x6= 1 2 3 4 5 6 -- ° • I • o • Q 1, I 0 11 10 9 8 I I 1-6-0 6-1-8 8-7-8 I 10-1-8 I 1.6.0 I 4.7.8 2-6-0 _—. 1-6-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lora) 1/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.40 Vert(LL) -0.04 10-11 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.35 Vert(TL) -0.05 10-11 >999 360 BCLL 0.0 Rep Stress incr YES WB 0.16 Horz(TL) 0.01 7 Na n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:60 lb FT=20%F,1146E __I. 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.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12=543/0-1-8,7=543/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-12=-539/0,6-7=-539/0,1-2=-384/0,2-3=-848/0,3.4_848/0,4-5=-848/0,5-6=-384/0 BOT CHORD 10-11=0/714,9-10=0/848,8-9=0/714 WEBS 6-8=0/576,1-11=0/576,5-8=-525/0,2-11=-525/0,5-9=0/333,2-10=0/333 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)12. 4)"Semi-rigid pitchbreaks with fixed 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. ,``,IIIIIIIIIIii, `%••%\Q J. O'F? i,,�N. i No 5812. • O. 11P/ # `J - ;4. v. 1 Philip J.O'Regan PE No.58126 111 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.1warn 5 BEFORE USE N. Design valid for use only with Milei13 connectors.this design Is based only urxm parameters shown,and is for an individual bidding component not a truss system.Before use,the bolding designer must verify the applicability of design parameters and properly itcoporato tills design Info the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Adcilonal temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possble personal illray and property damage. For general guidance regarding the fabrication,storage,ge,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI l Quality Criteria,058.89 and BCSI Bulling Component 6904 Parke East Blvd. Safely Information available from Buss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Taupe,FL 33610-- _ Job Truss Truss Type I Qty Ply Riverside Homes/Bankston Res/JK T8469949 iJ160217 F1B GABLE 1 1 Job Reference(optional) 7.640 s Sep 29 2015 MiTek Industries.Inc.Wed Apr 20 12:0802 2016 Page 1 Manning Building Supplies, Jacksonville.FL I D:EtO?902t3mBsJiY_bfhnllzRmPt-17v6fk21 Bh277udPF1 f7ggfMUn?R7Qp3Nr5xovzOrI R Scale=1:17.0 3x3 I 3x6- 2 3 4 5 6 7 8 9 e l e e e e _ - •••••O••i i:•:•%: •••••••••••••••••.•••••• : ••••••••••••..•••••••• "*"..•4•i•i i•:"•Oi•POi O%:•i•.•i OPO.•:•i•i•••:•":OOP:�i'i1•i•O.O•i:•:teeei.'Oi'.• :::•"* Oi i'• 18 ••17••• •• 16 15 14 13 12 11 10 3x3 3x3'-- 353 1-4-0 2-8-0 4-0.0 5-4-0 6.8.0 8-0-0 9.4-0 9.10.010.0-14 I 1-4-0 I 1-4-0 1.4-0 _. 1-4-0 --- I 1-4-0 I 1-4-0 } 1.4.0 I 060 0-2-16 -- LOADING(pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a - Na 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Ven(TL) n/a - n/a 999 BCLL 0.0 Rep Stress lncr YES WB 0.02 Horz(TL) 0.00 10 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:56 lb FT=20%F,11%E ' LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0.0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2(1lat) REACTIONS. All bearings 10-0-15. (Ib)- Max Gray All reactions 250 lb or less at joint(s)18,10,17,16,15,14,13,12,11 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. .. NOTES- 1)All plates are 1.5x4 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 with fixed 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 31 nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. ,,11111l11t,,, %%0\i) J. O�gF't•,. �.Q`.\\, ;P C•EIV S:.•.-/A_.i No 5812. .. *: :* - • or • • ,,,,1 511 11 A,�\,\,`,J�: Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 will 0 WARNING•Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.10/0312015 BEFORE USE. Design valid for use only with Mitek:connectors.04s design Is based only upon parameters shown.and Is to an Individual holding component.not a truss system.Before use.the building designer must verify the appilcabily of design parameters and properly Incorporate this design Into the overall bulking design. Bracing Indicated Is to prevent truckling of Indivkdtxnl truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage.delivery.erection and bracing of trusses and truss systems.seeANSI/1Ptt Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Inas Plate Institute,218 N.Lee Street,Suite 312.Alexan drks.VA 22314. Tampa.FL 33610 Job truss 'truss Type ;Qty Ply Riverside Homes/Bankston Res/JK T8469950 J160217 F19 GABLE 1 1 i - IJob Reference(optional) J Manning Building Suppies. Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Wed Apr 20 1208:03 2016 Page 1 �� ID:EtO?902t3mBsJiY.bfhnllzRmPt-VJTUs43fy A_k2CcpkAMDuCXJALfst3CcVrUKMzOrIQ r Scale=1:17.6 3x3 I i 1 3x3= 2 3 4 5 6 7 8 9 U) o e e e ej a ,9 r _ lei j 4 e e .e o el a le e b•:••.•-•- •❖•:•❖•:•:•:•::O:•:•: ::$-❖::$::::::.•6J.:6•0J:$::0❖0:•:::::.:.:60•0J.:•: :.60060000•.••:0•0O::•.O0•0P0:4:.ii .•:•ii1•i$:•:❖.O❖ii-i$::.i::•:•: ::$::::ii❖:::i•:i•.i i:: ::•: •;::$ 18 17 16 15 14 13 12 11 10 3x3— 3x3- 3x311 I 1-4-0 I 2-8-0 I 4-0-0 5-4-0 6-8-0 + 8-0-0 9-4-0 i 10-5-4 I 1.4-0 1-4-0 -- - 1-4-0 1-4-0 -__-- 1-4-0 __. ..._ 1.40 1.4-0 1-1-4 Plate Offsets(X,Y)-- 119:0-1-8,0-0-12] — , LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a - Na 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 0.02 • Horz(TL) 0.00 10 hila n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight:56 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2(flat) REACTIONS. All bearings 10-5-4. (Ib)- Max Gray All reactions 250 lb or less at joint(s)18,10,17,16,15,14,13,12,11 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x4 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 with fixed 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. tot%l I I i III/VI' ite �`,-xs. ••GENS.... T/, • . 0 No 5812. -, *: :* • '14Ssl •-' A1-� ,`%% Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: • April 20,2016 4 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Ma-7473 rev.10/03/2015 BEFORE USE. N. ! Design valki for use only with Mi1elr1 conectors.Ns design is based only upon parameters shown.and Is for an Individual building corni,onent.not a thus system.Before use.the t sitc9ng designer must verity the applk:abilIN of design parameters and properly Incorporate this design Into ttie oven al bribing design. Bracing Indicated Is to prevent buckling of Individual tans web and/or chord members only.Adciitloneb temporary and permanent bra eing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the East Blvd. ktirlcallom storage.delNery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria.DSB-89 and BCSI Building Component 690469 P.ParkeFL East 0 Safety Information available from truss Plate Institute.218 N.lee Street.Suite 312.Alexandria,VA 22314. Job Truss Truss Type !Qty Ply Riverside Homes/Bankston Res/JK T8469951 J160217 F20 Floor ,2 1 . Job Reference(optional) Inc.Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MBA industries, Wed Apr 20 12:08:03 2016 Page 1 ID:EtO?902t3mBsJiY.bfhnllzRmPt-VJTUs43fy_A_k2CcpkAMDuCRNAARso7CcVrUKMzOrIQ 0-1-8 H I 1-3-0I • 2-0-0 l 0.7•� Scale=1:31.3 4x4= 1.5x4= 3x4= 1.5x4 ll 3x4= 4x7= 1 2 3 4 5 6 7 8 9 e e 11/\/\ eee . i r \ / \ / i2 ; LI 0 --/ 4 1 C 18 17 16 15 14 13 12 11 C., 4x4= 3x4= 1.5x4 11 3x4= 5x5= 18-4-12 I18-4-12 Plate Offsets(X,Y)-- [1:Edge,0-1-81,[9:0-3-0,Edge],[20:0-1-8,0-0-121 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udetl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.46 Vert(LL) -0.16 13-14 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.73 Vert(TL) -0.24 13-14 >901 360 BCLL 0.0 Rep Stress lncr YES WB 0.34 Horz(TL) 0.05 10 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.1D(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.1D(flat) end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 19=992/0-3-8,10=998/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 19-20=-987/0,1-20=-986/0,9-10=-992/0,1-2=-792/0,2-3=-1959/0,3-4=-2654/0, 4-5=-2910/0,5-6=-2910/0,6-7=-2654/0,7-8=-1959/0,8-9=-791/0 BOT CHORD 17.18=0/1492,16-17=0/2403,15-16=0/2910,14-15=0/2910,13-14=0/2878,12-13=0/2406, 11-12=0/1493 WEBS 9-11=0/1188,1-18=0/1160,8-11=-1115/0,2-18=-1111/0,8-12=0/741,2-17=0/742, 7-12=-709/0,3-17=-706/0,7-13=0/394,3-16=0/475,6-13=-408/0,4-16=-579/0, 5-14=-315/123,6-14=-259/484 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. .111MM/its 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 ,`•% Q J 0,A ,,,, be attached to walls at their outer ends or restrained by other means. �•`�\\,\"'GEN F" ',, 5)CAUTION,Do not erect truss backwards. ' No 5812. r.•53.• , 4.1°s/iit 9:,.65:/414:A.‘-.'Cl..‘:•.‘":"\-4.::‘.:5:.%\.::%si Philip J.O'Regan PE No.58126 Mitek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 11 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MFTEK REFERANCE PAGE M/F7473 rev.10/03/2015 BEFORE USE. , Design valid for use only with Mitek&connectors.this design ts based only upon pxrarmeters shown.and Is for an kdIvldual bin ding component.not a Kw system.Retore use,the bulking designer must verify the applicability of design parameters and properly Incorporate this design into the overall btldkng design. Bracing indicated Is to prevent buckting of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stabSity and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the 6904 Parke East Blvd. fo ricalbn•storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TP11 Quality Criteria,DS8-89 and SCSI Building Component Safety Information available from truss Plate Institute.218 N.lee Street.Suite 312.Alexandrkn VA 22314. Tampa.FL 33610 Job Truss 1Truss Type Qty Ply Riverside Homes/Bankston Res/JK 78469952 J160217 F21 '.Floor 1 I 1 • Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MTek Industries.Inc. Wed Apr 20 12:08:04 2016 Page 1 I D:Et0?902t3mBsJiY_bfhnllzRmPt-zW os3P4Hjl IrMCnoNShb15kYRaTjbFTMr9a2sozOrl P 1_ .0 I 2-1-8 I Scale=1:30.8 Special 3x4= 3x3= 3x6= 3x6= 3x3= 3x4= 4x7= 14x7= 2 3 4 5 6 7 8 5/ • 1 ,VI\ /r \/\*/L- • / • , \• . 18 17 16 15 14 13 12 11 10 4x4 II 4x4= 354= 34= 34 I i 3x3 II 34= 3x4= 4x4= 454 I 1.6.0I 4.0.0 [ 6-6-0 11-7-8 I 14-1-8 16-7-8 I 18-1-8 I 1-6-0 2-6-0 2-6-0 5-1-8 2-6-0 2-6-0 1-6-0 Plate Offsets(X,Y)-- [1:Edge,0-1-81,[8:0-3-0,Edge],[9_Edge,0-1-81,[18:Edge,0-1-81__ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.69 Vert(LL) -0.19 12-13 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.92 Vert(TL) -0.27 12-13 >805 360 BCLL 0.0 Rep Stress Incr NO WB 0.33 Horz(TL) 0.05 9 Na n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:104 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.1D(flat) end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 18=983/Mechanical,9=2928/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-18=-977/0,8-9=-2921/0,1-2=-777/0,2-3=-1923/0,3-4=-2589/0,4-5=-2829/0,5-6=-2589/0,6-7=-1923/0, 7-8=-776/0 BOT CHORD 16-17=0/1467,15-16=0/2357,14-15=0/2829,13-14=0/2829,12-13=0/2829,11-12=0/2357,10-11=0/1467 WEBS 8-10=0/1166,1-17=0/1167,7-10=1097/0,2-17=-1096/0,7-11=0/725,2-16=0/724,6-11=-689/0,3-16=-689/0, 6-12=0/441,3-15=0/441,5-12=-581/0,4-15=-581/0 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 with fixed 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. 111111111111 j� 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1945 lb down at 18-0-0 on top ,``O� J. D,A I��, chord. The design/selection of such connection device(s)is the responsibility of others. \P F • 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). `�_Q_....\ (',ENS`•'Cqj••i♦ • LOAD CASE(S)Standard .,. No 5812• ♦ • 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 • • Uniform Loads(pit) • *: '.* Vert:9-18=-10,1-8=-100 — / Concentrated Loads(Ib) - ". a Vert:8=-1945(F) O. • I/' *4 •:4u/ • ,, tY/ • 14, i1 I I fl�11// oss Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Patios East Blvd.Tampa FL 33610 Date: April 20,2016 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MEEK REFERANCE PAGE MIF7473 rev.10,03/1015 BEFORE USE. ' Design valid for use only with MIlekk%connectors.INs design Is based only upon parameters shown,and Is for an individual briding component.not a truss system.Before use.the braking designer mud verily the applicablIty of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with posstie personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of Musses and truss systems.seeANSI/lPl l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information avritable horn truss Pate Institute.218 N.lee Skeet.Suite 312.Alexandria VA 22314. Tampa.FL 33610 1 Job (cuss Truss Type Qty Ply Riverside Homes/Bankston Res/JK 78469953 J160217 F22 Floor – 4 — 11 • Job Reference optional) Manning Bullring Supplies. Jacksonville,FL 7.640 s Sep 29 2015 Mi-kik Industries.Inc. Wed Apr 20 12:08:05 2016 Page 1 ID:EtO?902t3mBsJiY_bfhnllzRmPt-RiaEHI4VUcQi_MM x9CglJHoJ__sDKjtV3pKbPEzOrlO 11— -3-0_ I 1-11-1 Scale=1:29.6 3x4= 3x4= 4x7= 4x7= 2 3 4 5 6 7 8 • i kr\'/ \i l'4\9 . I-' /\ /\' 18 17 16 15 14 13 12 11 10 9 4x4= 3x4= 1.5x4 II 1.5x4 I 3x4= 4x4= 1.6.0 4-0-0 6.6.0 } 11-2-1 } 13-8-1 } 16-2-1 I 17.8-1 { 1-6-0 2-6-0 2-6-0 4-8-1 2-6-0 2-6-0 1-6-0 Plate Offsets(X,Y)-- 11:Edge,0-1-81,[8:0-3-0,Edge] -- LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.37 Vert(LL) -0.13 14-15 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.71 Vert(TL) -0.20 14-15 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.04 9 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:99 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1 D(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.1D(flat) end verticals. WEBS 2x4 SP No.2(ilat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 18=958/Mechanical,9=958/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-18=-952/0,8-9=-952/0,1-2=-755/0,2-3=-1860/0,3-4=-2486/0,4-5=-2693/0,5-6=-2486/0,6-7=-1860/0, 7-8=-755/0 BOT CHORD 16-17=0/1425,15-16=0/2274,14-15=0/2693,13-14=0/2693,12-13=0/2693,11-12=0/2274,10-11=0/1425 WEBS 8-10=0/1134,1-17=0/1134,7-10=-1064/0,2-17=-1064/0,7-11=0/691,2-16=0/691,6-11=-657/0,3-16=-657/0, 6-12=0/418,3-15=0/418,5-12=-520/4,4-15=-520/4 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)"Semi-rigid pitchbreaks with fixed 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 ,011111/is be attached to walls at their outer ends or restrained by other means. `��0 \Q �' CYi ., :.`Q,Z`:•\GENS ./I /. . No 5812. *: :* :i11:30'\ /9:. ./411/•Zi." Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Raft East Blvd.Tampa FL 33610 Date: April 20,2016 Q WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1003/2015 BEFORE USE. ^ Design valkd for use only with MI IokD connectors.Ihk design Is based only upon parameters shown.and Is for an individual building component,not a truss system.Before use,ttre bullring designer must verify the applicablity of design parameters and properly Incorporate this design Into the overall ! building design. Bracing Indicated Is to prevent buckling of Indlvklual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. Fa general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPlt Quality Criteria,DSB-89 and SCSI Beading Component 6904 Parke East Blvd. Safety Information(writable from nn on is Nate Institute.218 N.Lee Street. Alexandria,Suite 312. lexdda.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply I Riverside Homes/Bankston Res/JK T8469954 J160217 F23 GABLE 1 1 r Job Reference(pptional) Manning Budding Supptres. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Wed Apr 20 12:08:05 2016 Page 1 ID:EtO?902t3mBsJiY_bthnllzRmPt-RiaEHI4VUcoi_MM_x9CglJHsp--17KnZV3pKbPEzOrIO 0-243 Scale=1:15.0 1 3x3= 2 3 4 5 6 7353 II L- ° i Q I L_1 , _ . 4._!_ . _ I- I • -. ••: ••••• •♦W:O:•♦♦♦♦jPPi i O:•i♦ •♦••:♦:O*i •: - ••♦-.•.. •♦•• •♦♦♦♦i;:♦♦ • •♦%i•�:* 14 13 12 11 10 9 8 3x3— 3x3- 3x3 II 1-4-0 2-8-0 4-0.0 } 5.4-0 6-8-0 7-10-12 1-4-0 1-4-0 - --- .._-14-0 1-4-0 --- --.. 1-4-0 1.2.12 Plate Offsets(X,Y)-- (15.0-1-8,0-0-12) LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 I Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - rite 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 8 Na n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:45lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 7-10-12 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1 OTHERS 2x4 SP No.2(flat) REACTIONS. All bearings 7-10-12. (Ib)- Max Gray All reactions 250 lb or less at joint(s)14,8,13,12,11,10,9 FORCES. (Ib)-Max.Comp./A/tax.Ten.-All forces 250(Ib)or less except when shown. NOTES- ' 1)All plates are 1.5x4 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 with fixed 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. _00111114111. �,,e...,CENs.•G,y2,, • No 5812. • *: :* -� ' / • a 44 14/1 A0%ss S �• Philip J.O'Regan PE No.58126 MRek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 4 0 WARNING-V. design perarnsters end READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MO-7473 rev.10/03/2015 BEFORE USE. NT f Design valid for use only with Mileka connectors.this design Is based only urym rxxanieters shown.and Is for an Individual balding component not a truss system.Before use,the building designer must verify the applicability of design Ixnm meters and rxop erly incorporate orate Itis design Into the overall building design. Bracing indicated 5 to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent tracing MiTek' Is always required for stability and to prevent collapse with possible personal l tyury and property damage. For general guidance regarding the Parke East Blvd. !abrk:atbn.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/lPli QuaNly Criteria,DSB-89 and BCSI Building Component 6904 33610 Safety Information avd lable from Loss Plate Institute.,218 N.Lee Street Suite 312,Nexarxirin,VA 22314. Tampa.P.rk MSS 1 rLSS ype sty Riverside Homes/Bankston Res/JK T8469955 J160217 F24 Floor 1 1 Job Reference(optional) Manning Building Stipples. Jacksonville.FL 7.640 s Sep 29 2015 MTek industries,Inc. Wed Apr 20 12:08:05 2016 Page 1 I D:Et0?902t3m8sJiY_bfhnl izRmPt-RiaEH14V UcQi_MM_x9CgIJHmm_xyKm4V3PKbPEzOr10 13.02.1.12 Scale=1:15.0 3x3_ 3x6= 1 3x6= 2 3 3x3= 4 0 — = 1 • e e a'� \ 931(3= 831G3= 6 1.5x4 7 I 1.5x4 II 0 3x3 I', 3x3 II 1-6-0 6-4-12 7-10-12 I 1-6:0 4-10-12 ----- 1-6-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.46 Vert(LL) -0.04 8 >999 480 MT20 244/190 TCDL 10.0 1 Lumber DOL 1.00 BC 0.40 Vert(TL) -0.04 8 >999 360 BCLL 0.0 1Rep Stress Incr YES WB 0.11 Horz(TL) 0.00 5 n/a rVa BCDL 5.0 l Code FBC2014/TPI2007 (Matrix) Weight:47 lb FT=20%F,1146E 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.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=421/0-4-12,5=421/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-414/0,4-5=-414/0,1-2=-270/0,2-3=-517/0,3-4=-270/0 BOT CHORD 8-9=0/517,7-8=0/517,6-7=0/517 WEBS 4-6=0/406,1-9=0/406,3-6=-381/0,2-9=-381/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)"Semi-rigid pitchbreaks with fixed 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. ,%10111111.11, No 5812. ./.i7 -,, s ;i / oPv,$%, 4./Z..1.*; i,,t'8 ,1n11A E.�`�• Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cart 8834 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE#411.7473 rev.IQ932015 BEFORE USE Design valid for use only with MilekyD connectors.this design is based only upon parameters shown,and is tor an Individual building component,riot a truss system.Before use,the balking designee roust verify the applk:ab llity of design parameters and properly incorporate ihis design Into the overall building design. Dactlg Indicated is to prevent buckling 01 indtsld ai truss web and/or chord members only.Additional temporay and permanent bracing MiTek' in always rewired for stability and to prevent collapse with possible personal injury and properly damage. for general guidance regarding the East Blvd.fabrfabrication,storage,delivery,erection and bracing of trusses and truss systems,se0ANSI/1PI1 Quality Criteria,DSB-89 and(SCSI Building Component 690469 P.ParkeFL E3st 0 Salsify Information fy Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Job Truss I(runs Type Qty Ply Riverside Homes/Bankston Res/JK 18469956 J160217 F26 I,Floor Girder 1 . 1 • r _ _ Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 Mirek Industries.Inc. Wed Apr 20 12:08'06 2016 Page 1 I D:EtO?902t3mBsJIY_bihnllzRmPt-vu8dU55XFvYZbVxBUtj3q W gyEOFM31 NfIT38xhzOrlN 1-2-6 Scale:3/4"=1' THA426 THA426 THA426 8x8= 4x7 II 3x6 II 3x6 II 3x6 II THA426 4x7 I THA426 8x8= 1 2 15 3 16 4 5 17 6 18 19 7 • . I /• Q Q IN \-\\, - 1: \- \ / ///i / - 6. / • II TT • • e • O 14 13 12 11 104x7 II 9 8x10= 8 8x10= 4x7 II 6x6= 4x7 II 4x7II 1-6-2I 2.10-0 4.1.14 6-9-10 8-3-12 l 1-6-2 1-3-14 1.3.14 2-7-12 1-6-2 Plate Off sets(X,Y)--11:Edge,0-3-01 f2:0-3-0,Edge),f6:0-3-0Edge),17:0-3-9Sdgel,18:Edge,0.1-81,[10:0-3-0,Edge)j12:0-3-0,Edg kf14:Edge,0-1-8) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.42 Vert(LL) -0.04 11 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 I BC 0.52 I Vert(TL) -0.07 11 >999 360 BCLL 0.0 Rep Stress Incr NO I WB 0.88 Horz(TL) 0.01 8 n/a n/a • BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:80 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(ilat) 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.2(tlat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 14=1945/Mechanical,8=2529/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-14=-1929/0,7-8=-2506/0,1-2=-1860/0,2-15=-2892/0,3-15=-2892/0,3-16.3321/0, 4-16=-3321/0,4-5=-3321/0,5-17=-3067/0,6-17=-3067/0,6-18=-2179/0,18-19=-2179/0, 7-19=-2179/0 BOT CHORD 12-13=0/1860,11-12=0/2892,10-11=0/3067,9-10=0/2179 WEBS 1-13=0/2660,2-13=-1890/0,2-12=0/1512,3-12=-1089/0,3-11=0/630,4-11=-739/0, 7-9=0/3117,6-9=-2230/0,6-10=0/1300,5-10=-931/0,5-11=0/373 NOTES- 1)Refer to girder(s)for truss to truss connections. • 2)"Semi-rigid pitchbreaks with fixed 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. X011111//, 4)Use Simpson Strong-Tie THA426(8-16d Girder,6-16d Truss)or equivalent spaced at 2-0-0 oc max.starling at 1-10-4 from the left end `,`�f•Q Q, II,/, to 7-2-4 to connect truss(es)to front face of top chord. ♦ \,\ RF I•• 5)Use Simpson Strong-Tie THA426(8-16d Girder,6-16d Truss)or equivalent at 7-6-12 from the left end to connect truss(es)to back face `sem .j.' •••........E Arc:.•C9�,� of top chord. Q •••V ' ••• • 6)Fill all nail holes where hanger is in contact with lumber. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ••• . N 5812• LOAD CASE(S) Standard — • / • 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 —-o: a Uniform Loads(plf) � . Z Vert:8-14=-10,1-7=-100 i Q • Concentrated Loads(Ib) #_, / Q P••�.,� Vert:15=-858(F)16=-858(F)17=-858(F)18=-858(F)19=-155(B) i,',(1_,* •".I•••'•`t "., Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6834 • 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 1 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mn-7473 rev.10/03/2015 BEFORE USE ( - Design yolk,for use only with Mllek¢>connectors.this design Is based only upon parameters shown.and Is for car Individual building component.riot • a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall balding design. Bracing Indicated is to prevent budding of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stat,lilty and to prevent collapse with possible personal In*zy and properly damage. For general guidance regarding the ParkeEast Blvd. • lubrication,storage,delivery.erection and bracing of trusses arxi Inns systems,seeANSI/lPtl Quality Criteria,DSB-$9 and SCSI IndictingFL aig Component Tampa.04 Seat 0 Sorely Information available horn Inns Plate Institute,218 N.tee Street.Suite 312,Alexandria,VA 22314. !Job Truss Truss Type Qty !Ply Riverside Homes/Bankston Res I lK 18469957 iI1160217 F27 GABLE 1 1 L Job Reference(optional) Manning Building Supplies, Jacksonville.FL 7.640 5 Sep 29 2015 MiTek Industries.Inc.Wed Apr 2012:08"06 2016 Page 1 ID:EtO?902t3mBsJiY_bfhnllzRmPt-vu8dU55XFvYZbVxBUtj3gWg1 XONM3EgIIT38xhzOrIN 01:148OitiB Scale=1:23.2 I 3x3= 3x3= 1 2 3 4 5 6 7 8 9 10 11 12 I • • a o •� •< /• o et 111 F ti7. -- I 26 N W.__-\ 're 0.- 24 23 22 21 20 19 18 17 16 15 14 13 3 3x3= 3x3= x3= 3x3= 6.11-9 1 1-4-0 } 2-8-0 4-0-0 I 5-4-0 1 6-8-0 6-2, 63-9 9 .7 .9 10-11-9 12-3.9 i 13-7-9 1 1.4.0 1.4.0 1. 4.0 1-4-0 1.4.0 0-4-12' 1-4-0 1-4-0 1.4.0 1-4-0 1-4-0 0.1-13 Plate Offsets(X,Y)-- [25:0-1-8,0.0-121,[26:0-1-8,0-0-12] —-- LOADING(pst) SPACING- 2-0-0 CSI. DEFL. in (lac) Udetl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 1 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) -0.00 14 n/a n/a BCDL 5.0 Code FBC2014/rPI2007 (Matrix) Weight:63 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(tlat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except 4 BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 6.0-0 oc bracing, Except: OTHERS 2x4 SP No.2(flat) 10-0.0 oc bracing:23-24,13-14. REACTIONS. All bearings 13-7-9. (Ib)- Max Gray All reactions 250 lb or less at joint(s)24,13,14,15,16,17,18,23,22,21,20,19 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x4 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 with fixed 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. �%10111111.g, �•%•S\Q J. 0A.;./e., � �„Qd��•�GENS. Gy2 No 5812. *: :* = i-0• • / • a ► •i 2 ;r / `,,, J. ,61111 A - ‘-'• i ..••• Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 1 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/032015 BEFORE USE. I Design valid for use only with MllekS connectors.this design Is based only upon parameters shown.and Is for an Individual building component,not ill I o teas system.Before me,the balding designer must verify the applicability of design parameters and properly hcorporate this design Into the overall building design. (racing indicated Is to prevent buckling of IrrdMduai truss web and/or chord members only. Additional temporary mid permanent tracing � MiTek' Is always requked for stability and to prevent collapse with possible sible personal injury and property damage. For general guidance regarding the tatxicatkn.storage.delivery.erection and bracing 01 lasses and tnss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safely Information available from truss Rate Institute,218 N.Lee Street,Suite 312,Nexandrh.VA 22314. Tampa.FL 33610 fJob Truss truss Type Qty ,Ply Riverside Homes/Bankston Res/JK i T84699581 IJ160217 F28 Floor 3 I 1 r Job ReferenceOptional) ' Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MTek Industries.Inc. Wed Apr 20 12:08:07 2016 Page 1 I D:EtO?902t3mBsJiY..bf hnllzRmPt-04i?iR690DgQDIW N2aEINkM3_oVhocPoX6piT7zOrIM 0-1-8 H I 1-3-0 I 1-10-8 51.8 a�e=1:30.4 4x4= 4x4= 1.5x4= 3x4= 3x4= 1.5x4= 1 2 3 4 5 6 7 8 0 ^. AINNIIIIIIpllppppP,:e/1.14W1P: ' •\\ �eeN. ••�■�.. 20 N al U 17 16 15 14 13 12 11 10 N. 5x5= 3x4= 1.5x4 II 1.5x4 i 3x4= 555= 17-7-8 I I 17-7-8 Plate Offsets(X,21-_ tisEdge,0-1-81,f8:0-1-8,Edgel,119:0-1-8,0-0.12],120:0-1-8,0-0-121 LOADING(psi) I SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.67 Vert(LL) -0.27 13-14 >772 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.90 Vert(TL) -0.42 13-14 >492 360 BCLL 0.0 Rep Stress'nor YES WB 0.38 Horz(TL) 0.07 9 n/a n/a BCDL 5.0 l Code FBC2014/TP12007 (Matrix) Weight:87 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-5-11 oc purlins, except BOT CHORD 2x4 SP No.1 D(flat) end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 18=949/0-4-12,9=949/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 18-19=-944/0,1-19=-942/0,9-20=-944/0,8-20=-942/0,1-2=-1112/0,2-3=-2735/0,3-4=-3654/0,4-5=-3956/0, 5-6=-3654/0,6-7=-2735/0,7-8=-1112/0 BOT CHORD 16-17=0/2094,15-16=0/3345,14-15=0/3956,13-14=0/3956,12-13=0/3956,11-12=0/3345,10-11=0/2094 WEBS 8-10=0/1348,1-17=0/1348,7-10=-1278/0,2-17=-1278/0,7-11=0/835,2-16=0/835,6-11=-793/0,3-16=-793/0, 6-12=0/492,3-15=0/492,5-12=-635/12,4-15=-635/12 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)"Semi-rigid pitchbreaks with fixed 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. ,,,‘‘111111/iii�,' • •`‘� ? OA. iii, ,i, ��Q�.�.`GENS.•G'y�,i No 5812• / Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 V WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MI EK REFERANCE PAGE MII.7473 rev.10/0312015 BEFORE USE tut Design valid for use only with MitekV connectors.This design is bused only upon rxuaneters shown,and is for an individual building component.not ' a truss system.Before use,the braiding designer must verify the applleabilty of design p ararreters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent cotksase with possible personal injury and property damage. for general gradance regarding the 6904 Parke East Blvd. taaxlcatkxs storage,delivery.erection and bracing of tnrsses and truss systems.sevANSI/TPI I Quality Criteria,DS8-89 and BCSI Building Component � Sanely Information available from truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 , Job truss Truss Type Qty 'Ply Riverside Homes/Bankston Res I JK 78469959 .1160217 F29 Floor 7 1 • I Job Reference(gptional) Manning Building Suppies, Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Wed Apr 2012:08:08 2016 Page 1 ID:Et0?902t3mBsJiY_bf hnl IZRmPt-sHGNVn7oriXoGrp5Zcl IXwxvJiBt1 X4axlmYF?ZzOrIL 0-1-8 8 1-1 �— 1-30 __{ 1 1-10-8 O11Stcale=1:22.0 3x4= 3x4 1.5x4= 3x3= 3x3= 3x3= 1.5x4= 33x3= 1 2 4 5 6 I 6 !: "- 3 i 17uL.12 11 10 9 8 L 6x6= 4x7 II 3x6 II 3x6 II 3x6 '1 3x3- 3x3= 3x5= 3x3= 2.9-0 } 4-10.8 I 6-1-8 12-7-8 I 2-9-0 2-1-8 1-3-0 6-r0 Plate Offsets(X,Yh- 16:0-1-8 Edge),112:0-3-0,0-0-01,[16:0-1-8,0-0-121,117:0-1-8,0.0-121 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.36 Vert(LL) -0.11 11-12 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.76 Vert(TL) -0.17 11-12 >861 360 BCLL 0.0 Rep Stress!nor YES WB 0.26 Horz(TL) 0.02 7 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:73 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1 D(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.2(flat) BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. (lb/size) 15=674/0-3-8,7=674/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 15-16=-629/0,1-16=-628/0,7-17=-673/0,6-17=-672/0,1-2=-756/0,2-3=-1778/0,3-4=-2057/0,4-5=-1707/0, 5-6=-755/0 BOT CHORD 13-14=0/1778,12-13=0/1778,11-12=0/1778,10-11=0/2049,9-10=0/2049,8-9=0/1397 WEBS 6-8=0/912,1-14=0/893,5-8=-836/0,2-14.1276/0,5-9=0/404,4-9=-445/0,3-12=-435/0,3-11=-46/445,2-13=0/522 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)"Semi-rigid pitchbreaks with fixed 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. `,"1,1111111/111 .••% P J. O'R Ilii vv F ., %% ‘Z%Z%o ,•G'E N S:••�i'y2 •,i No 5812• *: :* 4, . ,O' � /,'II 'stimuli0% I/i1 Akito - Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. . Ill Design void for use only with MIIekZ connectors.this design is based only upon parameters shown.and Is for an Individual budding component.not a truss system.Before use,the briding designer must verity the apiAlcabiity of design parameters and properly Incorporate this design Into the overall guiding design. Wachs)indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M1Tek' is always required for stability and to prevent colcpse with posslbie personal hoary and properly damage. For general guidance regarding the East Blvd. fabrication,storage,delivery,erection and tracing of trusses and truss systems.seoANSI/1PI1 Quality CrIterla.058 6904 .89 and SCSI Building Component Tampa.P.Parke 33610 Safety Information available from Truss Plate Instituto,218 N.leo Skeet.Suite 312,Nexandrla VA 22314. i Job Truss .Truss Type My Ply I Riverside Homes/Bankston Res/JK T8469960 J160217 F30 I GABLE 1 1 _ I Job Reference(optional) Manning Bulking Supples. Jacksonville.FL 7.640 s Sep 29 2015 MiTek industries.Inc. Wed Apr 20 12:08:08 2016 Page 1 I D:Et0?902t3mBsJiY_bfhnllzRmPt-sHGNvn7orlXoGrp5ZclIXwxvN 1 B2pX8JxImYF?ZzOrIL r•8 o011480 Scale=1:21.4 3x3= 13x3 2 3 4 5 6 7 8 9 10 11 i e e e • • e a e. e e e a 4 e' — — — _ •. 18.1 24 _ _ _ _ 11 N r —_.. o 4 i•:•:•••i•:•O:•:::00.4 i••••i::::*�::•♦♦O••:♦:♦:••••i 4+:::::♦:O•i.•�♦�••i i i•::4:::• ♦•O•i•:♦:•:•::•:4::::::::::::4:•01•:♦:O:::::::::4 ::♦:♦:O♦::•:••.♦Ji i i:♦::Oi.:•::::•:i•:O♦:::4:::i♦:•:•♦♦ 22 21 20 19 18 17 16 15 14 13 12 3x3= 3x3= 3x3= 3x3= I 1-4-0 2-8-0 4.0-0 I 5-4-0 1 6-3-12 7-3-8 8-7-8 9-11-8 , 11-3-8 12-7-8 1-4-0 1-4-0 1-4-0 1-4-0 0-11-12 0-11-12 1-4-0 1-4-0 1-4-0 1-4-0 Plate Offsets(X,Y)•- 123:0-1-8,0-0-12],[24:0-1.8,0-0-12] LOADING(psi) SPACING- 2-0-0 CSI. I DEFL. in (lot) Udell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a - rVa 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - Na 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) -0.00 13 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:58 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: OTHERS 2x4 SP No.2(flat) 10-0.0 oc bracing:21-22,12-13. REACTIONS. All bearings 12-7-8. (Ib)- Max Gray All reactions 250 lb or less at joint(s)22,12,17,13,14,15,16,21,20,19,18 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)All plates are 1.5x4 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 with fixed 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. ,``11111111/4' it ••d\. ••GENS;;70 9�,•• • No 5812• ' Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. " Design valid for use only with MIlok,,,i connectors.Iris design Is based only upon parameters shown,and is for an individual holding component.not a truss system.Before me,the building designer must verily the applicability at design parameters and properly Incorporate this design into the overall bolding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k• Is always required for stability and to prevent collapse with possible personal'Wry and property damage. For general gricknce regarding the Pae Est Blvd. fabrication,storage,delvery,erection and bracing of trusses and truss systems.seeANS1/1PI t Quality Criteria,DSB-89 and SCSI Bolding Component I 690469 P.PFLarke East 0 Safety Information available from truss Plate institute.218 N.Lee Street.Suite 312,Alexandria VA 21314. i,Job Truss Truss Type I Qty Ply Riverside Homes/Bankston Res/JK T8469961 J160217 F31 Floor Supported Gable 1 1 i • r Job Reference(optional) - Manning Building Supplies. Jacksonville,FL 7.640 s Sep 29 2015 M7ek Industries.Inc.Wed Apr 20 12:08:08 2016 Page 1 ID:Et0?902t3mBsJiY_bfhnl IzRmPt-sHGNvn7onXoGrp5ZcllXwxvNtB2PX81xlmYF?ZzOrl L Scale=1:10.4 1 3x3= 2 1.5x4 11 3 1.5x4 11 4 1.5x4 I 5 3x3 11 • • 11 • • 0 0 1.5X4 N •�• ••••tt••••••tt.• tt••••♦•ttt••••• •••••••••••••..•••••.••••••.•••...•••••••••••••••••••:•••❖••••••••tt.•••tt• t••••.❖•• t••.•••• •tt . • 10 9 8 7 6 3x3= 3x3- 1.5x4 11 1.5x4 1 3x3 1 5-4-12 5-4-12 ------ - ------- - — — Plate Offsets(X,Y)-- (11_0_1-8,0-0-12) -- LOADING(psi) SPACING- 2-0-0 CSI. DEFL- in (lac) Udell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - rVa 999 BCLL 0.0 Rep Stress lncr YES WB 0.02 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:27 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-4-12 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2(flat) REACTIONS. All bearings 5-4-12. (ib)- Max Gray All reactions 250 lb or less at joint(s)10,6,9,8,7 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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 with fixed 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. /11111111/I ` `T• GENS...:1,1_••i • No 5812. *: :* / • . • if,"h i 11 t s%" Philip J.O'Regan PE No.58126 Milk USA,Inc.FL Cert 6634 • 6904 Parke East Blvd.Tampa FL 33610 • Date: April 20,2016 0 WARNING•Verily dosIgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 545.7473 rev.10/03/2015 BEFORE USE. J Design valid for use only with Malekh connectors.This design is based oily upon parameters shown.and Is kx on Individual bonding component.not a truss system.Before use,the hulking designer must verity the applicoblity of cteslgn rxxdxneters and fxopedy Inc:orlxxate this design Into the overall binding design. Brach®indicated Is to prevent buckling of Individual truss web and/or chord members only. Adkiitlonal temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Inlay and properly damage. for general guktance regarding the EastBlvd latrk:atk,n,storage.delivery,erection and bracing of trusses and tr ss systems,seeANSUTPII Qualify Criteria,DSB Parke6904 -89 and BCSI Building Component Tampa.04 E Safely Information available from buss Plate Institute.218 N.Lee Street Suite 312,Alexandria VA 22314. Job Truss Truss Type Qty Ply Riverside Homes/Bankston Res/JK T8469962 J160217. A FG01 FLOOR GIRDER 12 I Job Reference(optionaq_ I Manning Building Supplies,Jacksonville,FL 7.640 s Nov 10 2015 MiTek Industries,Inc. Wed Apr 20 15:33:41 2016 Page 1 ID:E10?902t3mBsJiY_bfhnllzRmPt-cT65hwabVxBSgF411d2nu015gtri9yA8Y7dskZzOnPO 2.1.10I 0-9-8 3x4 H I Scale=1:17.9 i 5x5= 2 3x4= 3 11 48x14= 10 - r^ axa= o I // 1 special 7 6 5 5x5= = 3x8 I 3x6 II 2.6.14i 5-0-0 I 6-10-4 2.6.14 2-5-2 1-10-4 Plate Offsets(X,Y)-- [4:0-3-8,0.4-01,[5:0-5-8,0-1.81 LOADING (psf) SPACING- 2-0-0 CSI. i DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.61 Vert(LL) -0.02 6-7 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.57 Vert(TL) -0.05 6-7 >999 360 BCLL 0.0 Rep Stress Ina NO WB 0.82 Horz(TL) 0.01 10 nVa rile. BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) i Weight:119 lb FT=11% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x8 SP No.1D except end verticals. I WEBS 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. J 4-5:2x6 SP No.1D OTHERS 2x6 SP No.2 REACTIONS. (lb/size) 8=3235/0-4-12,10=7250/0-3-8 • FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=-3165/0,1-2=-3412/0,2-3=-4629/0,3-11=-4629/0,4-11=-4629/0 BOT CHORD 6-7=0/3412,5-6=0/1839 WEBS 5-9=0/1297,4-9=0/1297,4-6=0/5819,3-6=-6831/0,1-7=0/4545,2-7=-2471/0, 2-6=0/1620 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:2x8-2 rows staggered at 0-7-0 oc. ,`,10111111/1i Webs connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc. ,� a, Q'R , 2)All loads are considered equally applied to all plies,except it noted as front(F)or back(B)face In the LOAD CASE(S)section.Ply to �• \P F i,� • ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. ,`Q•Z`s•••G E N C'9 3)Bearing at joint(s)10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity • ••''V\ S, '.'•� 1• � capacity of bearing • surface. N 0 5 812• 4)Load case(s)1,2 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of - this truss. : * ••* •' 5)"Semi-rigid pitchbreaks with fixed 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. T"fl: • • Strongbacks to be attached to walls at their outer ends or restrained by other means. 6. "/;#4 - .$1:" �� 7)CAUTION,Do not erect truss backwards. i 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1183 lb down at 5-0-3 on ..•• / Q '• •��',�� bottom chord. The design/selection of such connection device(s)is the responsibility of others. •• S • / • •c?�„ LOAD CASE(S) Standard ,',-/11/11/1111%11- 1) I / A`E�,,,` } 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 f 1111111 Uniform Loads(plf) Philip J.O'Regan PE No.58126 Vert:5-8=-10,1-11=-236,4-11=-100 MITek USA,Inc.FL Cart 6634 Concentrated Loads(lb) 6904 Parke East Blvd.Tampa FL 33610 Vert:6=-1183(F)3=-7714 2=-208 Date: April 20,2016 ' va11111OVn Na VI c id n U 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Me-7473 rev-10403/2015 BEFORE USE. Design valid for use only with Mitek®connectors.this design Is based only upon parameters shown.and Is for an individual bolding component,nent,not a truss system.Before use.the bulling designer must verity the applicability of design parameters and properly incorporate this design Into the overall bulking design. Brach()Indicated Is to prevent buckling of IndNidual inns web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal trim and property damage. For general guidance regarding the Blvd. fabrication,storage.delivery.erection and bxocing of trusses and truss systems.seeANSI/TPI I Quality Criteria,DS8-89 and SCSI Building Component Tampa. 33610 East Safety Information avdlable from Truss Plate institute,218 N.bee Street,Suite 312,Alexandria,VA 22314. 6904 Parke East Job Truss Truss Type Qty Ply Riverside Homes/Bankston Res/JK T8469962 J160217 , I FG01 FLOOR GIRDER 1 2 Job Reference(optional)_ _ Manning Building Supplies,Jacksonville,FL 7.640 s Nov 10 2015 MiTek Industries,Inc. Wed Apr 20 15:33:41 2016 Page 2 ID:Et0?902t3mBsJiY_bihnl IzRmPt-cT65hwabVxBSg F41 Id2nuOl5gtri9yABY7dskZzOnPO LOAD CASE(S) Standard 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:5-8=-10,1-11=-236,4-11=-100 Concentrated Loads(Ib) Vert:6=-1183(F)3=-3544 2=-96 1 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE 1411-7473 rev.I0N3120I5 BEFORE USE. 1, Design vdki for use only with MliekSc connectors.This design 8 based only upon parameters shown,and Is for an Individual balding component,not a taus system.Bekxe use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall biking design. Bracing Indicated Is to prevent buckling of Indvidual truss web anal/or chord members only. Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal Innlrsy and property damage. For general guidance regarding the fab rIcatku,storage.delivery,erection and bracing of busses and taus systems.seeANSUTPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from inns Plate Institute,218 N.lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type City Ply Riverside Homes/Bankston Res I JK T8469963 J160217 FG02 Floor Girder 1 r Job Reference optional) 2 _ • Manning Building Supplies, Jacksonville.FL 7.640 s Sep 29 2015 Wei(Industries.Inc.Wed Apr 20 12:08:09 2016 Page 1 1 D:Et0?902t3mBsJ iY_bf hnl IzRm Pt-KTg17770Ygw7SzfmA?H mS 9SYjbOEGb35_01 pY?zOrl K 0-3-8 1.5x4 II 3x4= 6i 6= 1-4-4 2 3 Scale=1:16.5 N J HTum 5 8 4 3x8= 2X4 II 2x411 HTU26 I 1-9-8 3-7-1 I 1-9-8 1-9-8 LOADING(pst) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) -0.00 5 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 I BC 0.06 I Vert(TL) -0.00 5 >999 360 BCLL 0.0 Rep Stress!nor NO WB 0.05 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 I (Matrix-M) Weight:58 lb FT=11% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-1 oc purlins, except BOT CHORD 2x6 SP No.2 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=613/0-5-0,4=1011/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-6=-446/0,3.4=-897/0 WEBS 1-5=0/355,2-5=-462/0,3-5=0/355 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)Load case(s)1,2 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. ,01111111/11.� 5)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. o` I, 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 %•- \Q J. rAF dei be attached to walls at their outer ends or restrained byother means. ♦♦ `rV.•'•G•E N• (,)• -T e_ 7)CAUTION,Do not erect truss backwards. �♦Q •• \,� S�••• °. 8)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting♦♦ at 0-6-5 from the left end to 2-6-5 to connect truss(es)to back face of bottom chord. N O 5812• 1. 9)Fill all nail holes where hanger is in contact with lumber. *: * - / LOAD CASE(S)Standard ::._1•10. • a r. 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 - :• Uniform Loads(plf) i #/;'" 414/41 Vert:4-6=-10,1.3=-236 �ij, :dQ P.� ,♦ Concentrated Loads(Ib) 2)Dead:Lumber lncr ase=1.00,Plate ncrease=1.00 ,(B) '', "n1111110",`0s% Uniform Loads(plf) Vert:4-6=-10,1-3=-236 Philip J.O'Regan PE No.58126 Concentrated Loads(lb) MiTek USA,Inc.FL Cert 6634 Vert:3=-210 7=-179(B)8=-179(B) 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Me-7473 rev.10/0312015 BEFORE USE. Design valid for use only with Mitekt connectors.This design Is based only upon parameters shown.and Is for an hdlviclual nodding component.not a truss system.Before use,the building designer must verify the c pliccgAlly of design parameters and properly incorrxxate this design into the overall • building design. Bracing Indicated is to prevent trickling of Individual truss web and/or chord members only.Additional temporary and permanent bracing Wei( is always required for stability and to prevent collapse with possible personal injury and property damage. For general gridance regarding the 6904 Parke East Blvd.fabrication.storage.delivery.erection and bracing of trusses and truss systems.seeANSI/IPI1 Quality Criteria,DSB-89 and BCSI Building Component Safely Information available frau Truss Plate Institute.218 N.lee Street.Sulle 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss truss Type Qty Ply 1 Riverside Homes/Bankston Res/JK 78469964 J160217 A01 HIP GIRDER 1 • 2 Job Reference(optional) Manning Building Supplies, Jacksonville.FL 7.640 s Sep 29 2015 MTek Industries,Inc. Wed Apr 20 12:07:33 2016 Page 1 I D:Et07902t3mBsJ iY_bfhnl IzR m Pt-NYfeZpig0m0 E8Rvr3RdK?ZyC34ybcfAloigZvGSzOrI u 5-2-8 8.2.72 _13-1-11 18-0-9 22-11-8 27-10-7 32-9-5 37-8-4 40-8-8 , 45-11-0 I 5-2-8 } 3-0-4 } 4-10-15 4.1415 [ 4-10-15 } 4-10-15 4-10-15 l 41415 3-04 5-2.8 I Scale=1:80.1 3.00 12 5"8 5x10- 3x6- 3x5= 5x5= 3x5= 3x6= 5x10= 5x8= 3x5 3x5= 2 3 33 4 34 35 365 37 38 6 39 40 41 7 42 4344 8 45 46 9 47 48 49 10 50 11 12 ‘f 148/- rrrrr�` o 2423 542 53 52 54 21 55 56p 57 58 19 59 60 1861 62 17 63 64 16 65 15 14 66 5x5 I I 2x4 II 2x5 II 4x7 5x5= 3X8 5x5= 4x7 2x5 'I 2x4 I I 5x5 i I 6x6= 6x6= 408-8 5.22 S•2.1 a-2-12 13.1.11 18-0-9 22-112 27-10.7 37.8.4 - 3411-0 I y 6-23 { I 5.22 VI 20-0 I 4.10.16 I 4.1416 I 42-10-16 I 4-1416 I 432-1:185 I 4-1016 22-12 OA8 Plate Offsets(X,Y)-- 11:0-1-12,0.0-31.[3:0-6-0,0.3-01,[7:0-2-8,0.3.01,[11:0-6.0,0.3-01,[13:0-3-6„0-0-31,[18:0_2-8,0-3-01,[20:0.2.8,0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. 1 DEFL. in (loo) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.34 18-19 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.65 18-19 >581 180 BCLL 0.0 * Rep Stress Incr NO WB 0.59 Horz(TL) -0.06 13 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:438 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 D*Except* TOP CHORD Structural wood sheathing directly applied or 3-6.8 oc purlins. 3-7,7-11:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-6-11 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-6-0,Right 2x4 SP No.2 2-6-0 REACTIONS. All bearings 0-3-8 except(jt=length)22=0-5-8,15=0-5-8. (Ib)- Max Horz 1=15(LC 24) Max Uplift All uplift 100 lb or less at joint(s)except 1=-685(LC 18),13.1084(LC 17),22=-1763(LC 8), 15=-1809(LC 8) Max Gray All reactions 250 lb or less at joint(s)except 1=261(LC 5),13=434(LC 4),22=3855(LC 1),15=3939(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-245/576,2-3=-874/2228,3-33=-1293/3129,4-33=-1293/3129,4-34=-280/143, 34-35=-280/143,35-36=-280/143,5-36=-280/143,5-37=-3426/1542,37-38=-3426/1542, 6-38=3426/1542,6-39=-4901/2208,39-40=-4901/2208,40-41=-4901/2208, 7-41.4901/2208,7-42=-4901/2208,42.43=-4901/2208,43-44=-4901/2208, 8-44=-4901/2208,8-45=-4321/1946,45-46=-4321/1946,9-46=-4321/1946, ,1111111111//II 9-47=-2044/936,47-48=-2044/936,48-49=-2044/936,10-49=-2044/936, ,`�� J 0,A I,• 10-50=-1914/4452,11-50=-1914/4452,11-12=-1414/3379,12-13=-397/920 `% ..>P ....,••F0 •,j, BOT CHORD 1-51=-2120/863,24-51=-2120/863,23-24=-2043/830,23-52=-4684/2105, �� ..*\GENS 9,L., 22-52=-4684/2105,22-53=-4684/2105,53-54=-4684/2105,21-54=-4684/2105, ♦ Q �- .•.•, • 21-55=-109/280,55-56=-109/280,20-56=-109/280,20-57=-1531/3505,57-58=-1531/3505, • • 19-58=-1531/3505,19-59=-1924/4374,59-60=-1924/4374,18-60=-1924/4374, No 5812• ' 18-61=-883/2044,61-62.883/2044,17-62=-883/2044,17-63=-2156/956, r. *: * 63-64=-2156/956,16-64=-2156/956,16-65=-2156/956,15-65=-2156/956, • = / • 14-15=-3143/1347,14-66=-3219/1379,13-66=-3219/1379 =- . /J a WEBS 3-24=-396/971,11-14=-388/949,4-22=-3521/1694,10-16=0/274,3-23=-2223/1019, =�:• / `, - L(/ 4-23=-1006/2106,11-15=-2660/1227,10.15=-3043/1341,4-21=-2323/5215, V Q 1/ �: 5-21=-1584/799,5-20=-1496/3368,6-20=-948/512,6-19=-685/1493,7-19=-4621304, •• I/ O Q;•• �,� 10-17=-1951/4395,9-17=-1281/661,9-18=-1075/2442,8-18=-637/371,8-19=-295/576 ♦ s /� `C?`• NOTES- IIIIIS�11111A11�`.0``` 1)2-ply truss to be connected together with 1Od(0.131-x3")nails as follows: Top chords connected as follows:2x4-1 row at 1-0-0 oc. Philip J.O'Regan PE No.5 1126 Bottom chords connected as follows:2x4-1 row at 1-0-0 oc. MITek USA,Inc.FL Cart 6634 Webs connected as follows:2x4-1 row at 1-0-0 oc. 6904 Parke East Blvd.Tampa FL 33610 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 Date: connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. April 20,2016 3)Unbalanced roof live loads have been considered for this design. idi. 0 WARNWG-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev-10/03/2015 BEFORE USE. Design valid for use only with wow connectors.This design Is bused only upon parameters shown.and Is for an Individual building component.not a truss system.Before use-the bxxidtrng designer must veilly the applk:at4ity of design parameters and properly Incorporate this design into the overall bulking design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent tracing MTek. Is always required for stability and to prevent collapse with possible personal Inlay and property damage. RN general guidance regarding the 6904 Parke East Blvd.tabitcatkxn,storage.delivery,erection and bracing at trusses and truss systems,sc>ceAN51/lPl I Quality Criteria.D$8-89 and SCSI Building Component Safety Information available from lruss Plate Institute,218 N.Lee Street.State 312•Alexandria.VA 22314. Tampa,FL 33610 , Job Truss Truss Type Qty Ply Riverside Homes/Bankston Res/JK T8469964 J160217 A01 HIP GIRDER 1 2 Job Reference(optiorlalL Manning Building Supplies. Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Wed Apr 20 12:07:33 2016 Page 2 I D:EtO?902t3mBsJIY_bfhnllzRmPt-NYf8Zpig0mOEBRVr3RdK?ZyC34yblAbigZvG5zOrlu NOTES- 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2pst;BCDL=3.Opsf;h=25tt;B=45ft;L=46ft;eave=6tt;Cat.II;Exp C;End.,GCpi=0.18;MWFRS (directional);cantilever left and right exposed;end vertical left and right exposed;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 685 lb uplift at joint 1,1084 lb uplift at joint 13,1763 lb uplift at joint 22 and 1809 lb uplift at joint 15. 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 10)This truss has large uplift reaction(s)from gravity load case(s).Proper connection is required to secure truss against upward movement at the bearings.Building designer must provide for uplift reactions indicated. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)164 lb down and 231 lb up at 5-2-8,73 lb down and 101 lb up at 7-3-4,73 lb down and 101 lb up at 9-3-4,73 lb down and 101 lb up at 11-3-4,73 lb down and 101 lb up at 13-3-4,73 lb down and 101 lb up at 15-3-4,73 lb down and 101 lb up at 17-3-4,73 lb down and 101 lb up at 19-3-4,73 lb down and 101 lb up at 21-3-4,73 lb down and 101 lb up at 22-11-8,73 lb down and 101 lb up at 24-7-12,73 lb down and 101 lb up at 26-7-12,73 lb down and 101 lb up at 28-7-12,73 lb down and 101 lb up at 30-7-12,73 lb down and 101 lb up at 32-7-12,73 lb down and 101 lb up at 34-7-12, 73 lb down and 101 lb up at 36-7-12,and 73 lb down and 101 lb up at 38-7-12,and 164 lb down and 231 lb up at 40-8-8 on top chord,and 151 lb down and 109 lb up at 5-0-6 ,200 lb down and 121 lb up at 5-4-10,48 Ib down and 21 lb up at 7-3-4,48 lb down and 21 lb up at 9-3-4,48 lb down and 21 lb up at 11-3.4,48 lb down and 21 lb up at 13-3-4,48 lb down and 21 lb up at 15-3-4,48 lb down and 21 lb up at 17-3-4,48 lb down and 21 lb up at 19-3-4,48 lb down and 21 lb up at 21-3-4,48 lb down and 21 lb up at 22-11-8,48 lb down and 21 lb up at 24-7-12,48 lb down and 21 lb up at 26-7-12,48 lb down and 21 lb up at 28-7-12,48 lb down and 21 lb up at 30-7-12,48 lb down and 21 lb up at 32-7-12,48 lb down and 21 lb up at 34-7-12,48 lb down and 21 lb up at 36-7.12,48 lb down and 21 lb up at 38-7-12,and 200 lb down and 121 lb up at 40-6-6,and 151 lb down and 109 lb up at 40-10-10 on bottom chord. The desigrVselection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pif) Vert:1-3=-54,3-11=-54,11-13=-54,25-29=-20 Concentrated Loads(Ib) Vert:3=-107(B)11=107(B)24=-200(B)14=-200(B)21=-43(B)5=-73(B)19=-43(B)7=-73(B)17=-43(B)9=-73(B)33=-73(B)34=-73(B)35-73(B)37=-73(B)38=-73(B) 39=-73(B)41=-73(B)42=-73(B)44=-73(B)45=-73(B)46=-73(B)48=-73(8)49=-73(B)50=-73(B)51=-151(B)52=-43(B)53=-43(B)54=-43(B)55=-43(B)56=-43(B) 57=-43(B)58=-43(B)59=-43(B)60=-43(B)61=-43(B)62=-43(B)63=-43(B)64=-43(B)65=-43(B)66=-151(B) 0 WARNING-Verity design paremetsrs and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.100=015 BEFORE USE. mit Design valid for use only with Milekw connectors.Ills design Is bund only upon parameters strewn,and is los an Individual building component,riot a truss system.Before use,the bulking designer must verify the applicability of design parameters and properly Incorporate this design into the overall bulking design. Br rang indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always recftired for stability and to prevent collapse with possible personal tray and property damage. For general guidance regarding the fabrication.storage,delivery.erection and bracing of lasses and truss systems,seeANSI/T911 Quality Criteria,05649 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdpable from Truss Plate Institute,218 N.lee Street.Suite 312,Alexandria,VA 22314. Tarrpa.FL.33610 Job Truss Truss Type Qty Ply Riverside Homes/Bankston Res/JK , 78469965 J160217 A02 Hip 1 1 • i Job Reference(optional)___ Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MTek Industries.Inc. Wed Apr 20 12:07:34 2016 Page 1 I D:EtO?902t3mBsJiYbfhnllz RmPt-rkCW m9Tn4W 5mbU t c98ZXmVMdUKOZXvxxUJSpXzOrlt I 3-9-0 I 7-2-8 1 12-6-11 I 17-9-1 22-11-8 I 28-1-15 33-4-_5 i 38-8-8 ,_42-2-0 1 445-11__� 3-9-0 3-5-8 5-4-3 5-2-7 5-2.7 5-2-7 5.2.7 5.4.3 3.5.8 3-9-0 Scale=1:80.0 3.00 FIT 5x5= 4x10= 2x4 ! 5x8= 2x4 II 4x10= 5x5= 2x4 2x4-:-.:- 3x5 3x5 31 4 5 32 6 33 7 34 8 35 9 10 36 11 3x5= _....A.,-AL,1116i '' ,.. _./111b.- .. 11 At 12 8. 22 21 20 19 18 17 16 15 14 4x7 II 6x6— 6x6= 2x4 II 5x8= 2x4 i 5x8= 2x4 11 6x6= 6x6= 4x7 II 8.2.12 39-8-4 I 8.2.12 7.2-8, 12-6-11 17-9-1 22.11.8 28-1.15 1 33.4-5 37-8-4 36&8 1 45.11-0 { 6-2-12 0.11-12 4.3.15 5.2-7 5-2-7 5-2-7 5-2.7 43.15 1-0-41 6-2-12 1-0-4 __ 0-11-12 Plate Offsets(X,Y)-- 11:0-3-8,Edgel,17:0-4-0,0-3-01,[13:0-5-2 Edgel,117:0-4--0 0-3-01,119:0-4_0,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Vdefl Lid I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.20 18 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(TL) -0.46 17-18 >814 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.98 Horz(TL) 0.04 14 n/a n/a BCDL 10.0 Code FBC2014ITPI2007 (Matrix-M) Weight:226 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-3-10 oc bracing. WEBS 2x4 SP No.2 I MiTek recommends that Stabilizers and required cross bracing I SLIDER Left 2x4 SP No.2 2-6-0,Right 2x4 SP No.2 2-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide._ 1 REACTIONS. All bearings 0-3-8 except(jt=length)21=0-5-8,14=0-5-8. (Ib)- Max Horz 1=21(LC 11) Max Uplift All uplift 100 lb or less at joint(s)except 1_412(LC 22),13.541(LC 21),21=-744(LC 12), 14=-738(LC 12) Max Gray All reactions 250 lb or less at joint(s)1,13 except 21=2065(LC 21),14=2049(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-286/56,2-3=-374/1292,3-31=-644/1587,4-31=-640/1599,4-5=-877/2107, 5-32=-1528/669,6-32=-1528/669,6-33=-1528/669,7-33=-15281669,7-34=-1932/855, 8-34=-1932/855,8-35=-1932/855,9-35=-1932/855,9-10=-354/910,10-36=-878/2090, 111-36=-885/2047,11-12=-583/1630 BOT CHORD 1-22=-1204/386,21-22=-16761762,18-19=-847/2179,17-18=-847/2179,16-17=-334/839, 15-16=-334/839,14-15=-1318/613,13-14=-1523/574 WEBS 5-19=-703/1674,6-19=-268/183,7-19=-731/322,7-17=-272/166,8-17=-269/183, `1111111111//// 9.17=-499/1214,5-21=-2319/1038,4-21=-1039/517,10-14=-1734/807,11-14.683/426, �� % JQ'/� �4II 9-15=-1941/871,10-15=-406/985,3-22=-589/382,4-22=-162/400 �s \\.••........•4 •,� �.`Q.z`.• GENS•• '9,L,� NOTES- • F•••' 1)Unbalanced roof live loads have been considered for this design. • 11. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=2511;B=45ft;L=461t;eave=6f1;Cat.It No 5812 Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-7-2,Interior(1)4-7-2 to 7-2-8,Exterior(2)7-2-8 to 45-3-s * ••* Interior(1)45-3-2 to 45-11.0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces tr • MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ="O ' "/"' a3)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. i 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 dim,, • N�/ n P:...* fit between the bottom chord and any other members. ``� 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 412 lb uplift at joint 1,541 lb uplift at joint 13 eto:1�/'11 Al c.'i SS ,744 lb uplift at joint 21 and 738 lb uplift at joint 14. 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. • Philip J.O'Regan PE No.58126 Welt USA,Inc.FL Cert 8634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 0 WARNING-Verify dea/gn panrmotors and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mu-7473 rev.10103/2015 BEFORE USE. Design valid for use only with Mtlek3r connectors.Ibis design is used only upon parameters shown,and is to on individual txtldirtg component,not a truss system.Belem use,the building designer must verify the applicability of design rxzameters and property Incorporate this design Into the overall building design. Bractlg Indicated Is to prevent buckling of indMdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the Parke EastBlvd. la rlcalk>n,storage,delivery,erection and bracing at trusses and tnrsssystems,seeANSI/TPII Quality Criteria.DSB-$9 and BCSI Buil6904 Building Component Safety information available from Truss Plate Institute,218 N.lee Street,Suite 312-Alexandria,VA 22314. Tampa.. 33610 Job Truss Truss Type .Qty Ply Riverside Homes/Bankston Res/JK 78469966 J160217 A03 Hip 1 1 6I Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek industries.Inc. Wed Apr 20 12:07:35 2016 Page 1 I D:Et0?902t3m13sJiY_bfhnllzRmPt-Kwmv_Vj5Y0eyN13DAsgo42YpueOl_N5A82?L_zOrls 4-9-0 62-12 9-2-8 16-1-14 22-11-8 _ 29-9-2 I 36-8-8 I 9-8-4 41.2-01 45 -11-0 I 4-9-0 1-5-121 2-11-12 I 6-11-6 I 6-9-10 I 6-9-10 6-11-6 2-11-12 Y-5-12 4-9-0 Scale=1:80.1 3.0012 5x12= 3x5= 5x5= 3x5= 5x12= 3x5= 3x5= 8 3 4 31 5 32 33 6 34 735 36 9 3x5 = 1�— ' R-= 37 3x5 30 _.�w 10 38 �2j28 11 ` co N 1 / 00 w r3 0 20 19 18 17 16 15 14 13 12 2x4 II 2x4 I! 5x5= 3x8= 5x5= 2x4 2x4 I I 5x5 i1 5x5 !I 6x6= 3x5 I 6-2-12 I 8.2-12 p-2.8 161.1422.11-8 29-9.2 I 36-8-8 37-84 39.8.4I 45.11 o 0 6-2-12 2-0.0 -11.1 6-11-6 6-9-10 6-9-10 611-6 0-11-122.0.0 6-2-12 Plate Offsets(X,Y).-_ [1:0-1-12,0-0-3],[4:0-6-0,0-2-O],[6:0-2.8,0-0-0],[8:0.6.0,0-2-0],[11:0-3-6,0-0.3],[15:0-2-A0-3-01,[17:0-2.4,0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loo) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.22 15-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.51 15-16 >736 180 I BCLL 0.0 • Rep Stress!nor YES WB 0.96 Horz(TL) 0.04 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:225 lb FT=20% i LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-11-9 oc bracing. WEBS 2x4 SP No.2 I MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-6-0,Right 2x4 SP No.2 2-6-0 I be installed during truss erection,in accordance with Stabilizer Installation guide. J REACTIONS. All bearings 0-3-8 except(jt=length)12=0-5-8,19=0-5-8. (Ib)- Max Horz 1=27(LC 10) Max Uplift All uplift 100 lb or less at joint(s)except 1=-267(LC 22),11=-284(LC 21),12=-605(LC 12), 19=675(LC 12) Max Gray All reactions 250 lb or less at joint(s)1,11 except 12=1712(LC 1),19=1892(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-29=-291/1055,29-30=-291/1057,3-30=-285/1069,3-4=-485/1348,4-31=-1506/788, 31-32=-1506/788,5-32=-1506/788,5-33=-2416/1138,6-33=-2416/1138,6-34=-2416/1138, 7.34=-2416/1138,7-35=-2044/1023,35-36=-2044/1023,8-36=-2044/1023, 9-37=-319/1108,37-38=-324/1096,10-38=-325/1094 BOT CHORD 1-20=-1009/305,19-20=-1009/305,18-19=-759/345,17-18=-751/346,16-17=-689/1546, 15-16=-929/2075,14-15=-176/373,13-14=-176/361,12-13=-1047/345,11-12=-1047/345 WEBS 4-18=0/291,4-17=-1049/2389,5-17=-761/438,5-16=-413/953,6-16=-347/230, `0011111/ills 7-16=-198/411,7-15=-559/342,8-15=-791/1845,8-14=01329,9-12=-14151710, `%%%\5 J. 0'/� "/j, 3-20=-51/295,3-19=-686/371,4-19=-1648/671,9-13=-480/1243,8-13=-1157/443 �� \�••.........F� ., .`•Qx• •• GENS '9�i0 NOTES- / •• �•••• 1)Unbalanced root live loads have been considered for this design. • 1 2)Wind:ASCE 7-10;Vutt=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=46ft;eave=6ft;Cat.jt No 581 2• = Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-7-2,Interior(1)4-7-2 to 9-2-8,Exterior(2)9-2-8to 43-2-i * •• Interior(1)43-2-7 to 45-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces • MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 =-0 • /� _ 3)Provide adequate drainage to prevent water ponding. �� ,,i *� �� 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .O p% / P .. 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 "ice •• Q••.• ,• • fit between the bottom chord and any other members. � 1s •.•••'!� '�� 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 267 lb uplift at joint 1,284 lb uplift at joint 11 jjj s/ A` `�� ,605 lb uplift at joint 12 and 675 lb uplift at joint 19. llll/ 1 � 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 • • 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M11-7473 rev.10/0./2015 BEFORE USE. Design valid for use only with Mileln'9 connectors.this design k based only upon parameters shown.and is for an individual buldirng component.rx>t building a truss system.Before use,the designer must verity the applicability of design txnanneters and properly incorporate this design Into the overall �p building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITek Is always required nor stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the 6904 Parke East Blvd.fabicati n,storage,delivery,erection and bracing of trusses and truss systems-seeANSI/7PI I Quality Criteria,DS8-89 and BCSI Building Component Safety information available from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply Riverside Homes/Bankston Res/JK T84699671 J160217 A04 Hall HO 1 1 -_ Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 Mitek Industries.Inc.Wed Apr 20 12:07:36 2016 Page 1 ID:Et0?902t3mBsJiY_bthnllzRmPt-o7KHBrkjJhmp?ueOkaB1dBanzl?W 1TOEPooZtOzOrlr i 5-9-0 l 11-2-8 l 17-9-9 I 24-2-15 I 30-10-0 30-11-8 5-9-0 5-5-8 6-7-1 6-5-5 6-7-1 0 -8 Scale=1:53.6 4x4= 3x4= 3x4= 3x4= 3.00 FIT. 4 20 21 5 22 6 23 24 7 1.5x4�19 _tor 3x4= 3 dq 2 18 d� i. gl II. 1 _ C4 8 3 12 11 10 98 3x4= 5x5= 3x4= 3x5 H I 3x6 II 3x4= 8.2-12I 11-2-8 17-9-9 l 24-2-15 l 30-10-0 — 30-�I1.8 8-2-12 2-11-12 6-7-1 6-5-5 6-7-1 0-1-8 Plate Offsets(X,Y)-- [1:0-2-4,0-2-3],[11:0-2-8,0-3_01 I LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.08 13-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.21 13-16 >480 180 BCLL 0.0 • Rep Stress Incr YES WB 0.87 Horz(TL) 0.04 9 Na Na BCD, 10.0 i Code FBC2014/TPI2007 Matrix M) Weight:155 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-3 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-6-0 MiTerecommends required dhbracing I be sed gusserection in accordanewitStabil Stabilizer Installation guide. REACTIONS. (lb/size) 1=175/0-3.8,9=789/Mechanical,13=1312/0-5-8 Max Horz 1=152(LC 11) Max Uplifti=53(LC 8),9=-330(LC 9),13=-494(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-586/72,3-19=-338/380,4-19=-332/447,4-20=-438/253,20-21=-438/253, 5-21=-438/253,5-22=-1303/630,6-22=-1303/630,6-23=-1163/560,23-24=-1163/560, 7-24=-1163/560,7-9=-719/362 BOT CHORD 12-13.217/416,11-12=-585/1300,10-11.532/1163 WEBS 3-13=-481/337,4-13=-1209/631,4-12=-156/511,5-12=-983/426,6-10=-438/285, 7-10=-535/1255 NOTES- ``,1{111111//,�, 1)Unbalanced roof live loads have been considered for this design. %%0� Q J. 0'q ,,i 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psh h=2511;B=45ft;L=311t;eave=oft;Cat.II; ,,s�\\,\••. E . iQ9�v�� Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-1-0,Interior(1)3.1.0 to 11-2-8,EMerior(2)11-2-8 to `s Q .• S'•• 2 '. 15-6-13 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reaction. •• V N . • shown;Lumber DOL=1.60 plate grip DOL=1.60 No 5812. ' 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 wl)= lit between the bottom chord and any other members. 7:::: // •e 6)Refer to girder(s)for truss to truss connections. 53,..:**. // �4 • ZLI 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 53 lb uplift at joint 1,330 lb uplift at joint 9 1. •. Q/ and 494 lb uplift at joint 13. �• 0....t-,, ,5 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. s • ''114-",1111110" A ,`, Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.1003201S BEFORE USE. mit Design valid for use only with Mltek9 connectors.this design Is based only upon parameters shown,and Is for an Individual Ixtidin>41 component.not • a tnrss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members oily. Additional temporary and permanent tracing Milek" Is always r egrired for stability and to prevent callq,ae with possible personal ninny and property damage. For general guldaice regarding the 6904 Parke East Blvd.fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IP11 Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tanga.FL 33610 Job Truss Truss Type I Qty Ply Riverside Homes/Bankston Res/JK T8469968 J160217 A05 Hall Hp a * _ t -_ 1 IJob Reference(optionali Manning Building Supplies, Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries,Inc.Wed Apr 20 12:07:37 2016 Page 1 I D:Et07902t3mBsJiY_bf birlllzRmPt-GJufPBIL4?ugd2DcIHiG9P7xFiGDm?bNdSX6PszOrlq 6.9.0 l 13-2-8 I 17-9-2 _18.11-13 24-9-3 ,26-3-6_I 30-10-0 30-�1.8 6-9-0 6-5-8 4-6-10 '1-2.11 5-9-5 ' 1-6-3 4-6-10 0- -8 Scale=1:53.9 4x4= 3x4= 1.5x4 II 3x4= 3.00 12 4 520 21 6 22 7 3x4= 19 12 / 3 3x4 R 2 18 v lit Iii �. L3 O c 10 98 13 12 it 3x4= 3x6= 3x6 II 1.5x4 I'' 3x4= 5x5= 5-3-2 16.9.0 I 10-2-12 13-2-8 I 22-0-4 I 30-10-0 30-,1'1.8 5-3-2 1-5-14 3-5-12 2-11-12 8-9-12 _ 8-9-12 04-8 _ Plate Offsets(X,Y)-- I1:0-2-4,0-2-31,L11:0-2-8,0-3-0] — • LOADING(psi) 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) -0.12 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.30 9-10 >814 180 BCLL 0.0 • Rep Stress Incr YES • WB 0.52 Horz(TL) 0.03 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) I Weight:154 lb FT=20% LUMBER- BRACING- 1 TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-7 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-7-5 oc bracing. SLIDER Left 2x4 SP No.2 2-6-0 MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=284/0-3.8,9=715/Mechanical,12=1278/0-5-8 Max Horz 1=177(LC 11) Max Uplift/=-104(LC 8),9=-313(LC 9),12=-457(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-357/74,2-18=-294/179,3-18=-254/187,3-19=-249/340,4-19=-241/418, 4-5=-371/268,5-20=-879/437,20-21=-879/437,6-21=-879/437 BOT CHORD 1-13=-225/322,12-13=-2251322,11-12=-221/327,10-11=-461/850,9-10=-389/695 WEBS 3-12=-756/383,4-12=-1119/527,4-11=-1761572,5-11=-660/333,6-10=-27/366, 6-9=-884/461 NOTES- 2)Wind:ASCEanced roof 7 10;Vult=13omph(3 second gust)Vasdads have been considered for =10 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=31ft;eave=oft;Cat.II; ,,�0 Q6s design. 0/ "I,, Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-1-0,Interior(,)3-1.0 to 13-2-8,Exterior(2)13-2-8 to s• \\,„ •GEN••�o I.0, 17-9-2 zone;cantilever left and right exposed;end vertical lett and right exposed;C-C for members and forces&MW FRS for reactions �� S+••ks*•• shown;Lumber DOL=1.60 plate grip DOL=1.60 • •Q •••�\ ••2 3)Provide adequate drainage to prevent water ponding. No 5812. i 4)This truss has been designed for a 10.0 psi 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 w • fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. : 'O • • 4 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 104 lb uplift at joint 1,313 lb uplift at joint e,�O•• � . a •; 1-4!Z. and 457 lb uplift at joint 12. 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. ',iii S _ -.0 - Q Q.C?\•s`` SN 'ilim silo` Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 ' V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE ANI-7473 rev.10103/2015 BEFORE USE. 11111 , Design valid for use oNy with Mlle*connectors.lhls design is based oNy upon parameters shown.and Is for an Individual t*riding component riot a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall , building design. Bracing Indicated is to prevent buckling of IndMdual truss web and/or chord members only. Additional temporary and permanent bracing Mitek' is always required to stability and to prevent collapse with possible personal(Wry and properly damage. for general guidance regarding the 6904 Parke East Blvd. fabrk:alkxn,storage,delivery,erection and broc.tng of trusses and truss systems,seeANSI/IP11 Quality Criteria,DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute.218 N.Lee Street Suite 312,Alexandria,VA 22314. Tampa.FL 33610 -- - --- ;Job Truss Truss Type .Qty Ply I Riverside Homes/Bankston Res/JK 784699691 !J160217 A06 Hall Hip 1 1 I l Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 kMTek Industries,Inc. Wed Apr 20 12:07:38 2016 Page 1 I D:EtO?902t3mBsJiY_bfhnllzRmPt-kVS1 cW IzrJOXECoor_DVic1395fPVR4Xs6HgylzOrlp I 5-3-2 I 10-2-12 I 15-2-8 I 23-0-4 I 30-10-0 30-41.8 5-3-2 4-11-10 4-11-12 7-9-12 7-9-12 0-1-8 Scale=1:53.6 5x12= 1.5x4 II 3x5= 3.00 I12 5 20 21 6 22 23 7 3x4 1 -- -it-- .. 4 19 3x4---:: o 3x4 3a 2 18 1 i ini 14:i Ig i 13 12 11 10 98 3x6 II 1.5x4 II 3x4= 5x5 3x8= 354 II 5-3-2 I 10-2-12 I 15-2-8 23-0-4 I 30-10-0 30-11-8 5-3-2 4-11-10 4-11-12 7-9-12 7-9-12 04-8 Plate Offsets(X,Y)-- [1:0-274,0-2-31,[5:0-670,0-2-01,111:0-2-8,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.08 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -0.20 9-10 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.58 Horz(TL) 0.01 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:161 lb FT=20% LUMBER- BRACING- TOPI CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 1 BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: SLIDER Left 2x4 SP No.2 2-6-0 6-0-0 oc bracing:11-12. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer L Installation guide. -' ------ ----- REACTIONS. (lb/size) 1=260/0-3-8,9=703/Mechanical,12=1313/0-5-8 Max Horz 1=201(LC 11) Max Uplift/=-94(LC 8),9=-311(LC 9),12=-467(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-18=-299/173,3-18=-293/179,3-4=-231/395,4-19=-547/312,5-19=-513/321, 5-20=-855/479,20-21=-855/479,6-21=-855/479,6-22=-855/479,22-23=-855/479, 7-23=-855/479,7-9=-626/350 BOT CHORD 1-13=-243/324,12-13=-243/324,11-12=-359/170,10-11=-333/498 WEBS 3-12=-679/307,4-12=-996/522,4-11=-418/990,5-11=-380/253,5-10=-194/430, 6-10=-485/352,7-10=-441/935 ``��1t1111/,III NOTES ,,•��\P 3. O'RF'1,,I 1)Unbalanced roof live loads have been considered for this design. ♦ \\r•..•." Q e• 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45tt;L=31ft;eave=4tt;Cat.II; ��,Q••..", C,E N S••;7A / Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-1-0,Interior(1)3-1-0 to 15-2-8,Exterior(2)15-2-8 to 19-6-13 zone;cantilever left and right exposed;end vertical lett and right exposed;C-C for members and forces&MWFRS for reactiolts No 5812 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 psi 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 wilt-0: /� a fit between the bottom chord and any other members. 7.-P ♦4 ' 41 6)Refer to girder(s)for truss to truss connections. Q' �,� 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 94 lb uplift at joint 1,311 lb uplift at joint 9 �i� • _ -�/ 0 • �' ' and 467 lb uplift at joint 12. • 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. '4,j,S/• •••�‘...\C" ��• �s's,rl„A�%"�� Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 1 A WARNING•Verity design parameters and READ NOTES ON THIS AND INCLUDEDMREK REFERANCE PAGE M11-7473 rev.1ON3/2015 BEFORE USE. 11111Design valid for use only with MltekJ connectors.this design Is based oNy upon',ammeters shown,andIs nor an irx9vidual building component,not ct truss system.Before use,the bulking desktner must veiny the appticabllty of design parameters and properly incorlxxate this design Into the overall holding design. Wacng indicated Is to prevent buckling 01 individual Inns web and/or chord members only.Additional temporary and permanent tracing MiTek' Is always required for stability and to prevent collapse with possible personal Iryrry and property damage. For general guidance ince regarding the labxkatlon.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPt l Quality Criteria,058-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Rote Insftute,218 N.Lee Street.Suite 312.Nexandrkt,VA 22314. Tampa.FL 33610 - J Job -Truss Truss Type 'Qty Ply 1 Riverside Homes/Bankston Res/JK I 78469970' J160217 A07 Hall HQ C 1 1 IJob Reference(optional) Manning Budding Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Wed Apr 20 12:07:38 2016 Page 1 ID:Et0?902t3mBsJiY_bfhnllzRmPt-kVS1 c W IzrJOXECoor_DVicf6Q5hkVTiXs6HgylzOrlp 5.3-2I 10-2-12 I 17-2-8 24.2.0 - i 30.10.0 30-J{1-8 5-3-2 4-11-10 6-11-12 6-11-8 6-8-0 0.1-8 Scale=1:53.6 5x12= 1.5x4 II 3x4= 3.00 I 5 20 21 6 22 23 7 • 8 3x4= 4 19 11111111.1111.11111.11.111.111 3x4 3x4 3tl m 2 18so 0 eg 00 1 t ti P. I .' �1 )i - r.;;-. 13 12 11 10 98 3x6 II 1.5x4 II 3x4= 5x5= 3x8= 2x4 II I 5-3-2 10-2-12 I 17-2-8 24-2-0 I 30-10-0 30.111.8 5-3-2 4-11-10 6-11-12 6.11-8 6-8-0 0- -8 Plate Offsets(X,Y)-- 11:0.2-4,0-2-3],15:0-6-0,0-2-01,111:0-2-8,0-3-01 _ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.05 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.13 9-10 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.48 Horz(TL) 0.01 9 n/a n/a BCDL 10.0 1 Code FBC2014/TPI2007 (Matrix-M) Weight:164 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-12 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. _ REACTIONS. (lb/size) 1=291/0-3-8,9=719/Mechanical,12=1266/0-5-8 Max Horz 1=225(LC 11) Max Upliftl=-105(LC 12),9=-316(LC 9),12=-449(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-263/102,2-18=-374/211,3-18=-371/216,3-4=-185/256,4-19=-720/375, 5-19=-671/384,5-20=-726/431,20-21=-726/431,6-21=-726/431,6-22=-726/431, 22-23=-726/431,7-23=-726/431,7-9=-651/362 BOT CHORD 1-13=-291/384,12-13=-291/384,10-11=-415/650 WEBS 3-12=-597/271,4-12=-942/512,4-11=-390/925,7-10=-419/862,6-10=-424/313 NOTES- 1)Unbalanced roof live loads have been considered for this design. ,�1 11111 14 2)Wind:Exp C;End.,GCpiSCE 7-10;V0.118;MWFRS(directional)al)gust)cond d C C1Exte or()0.0-0 to 3-1;06CDe o�)3 1-0 to 177-2-B,Exterior(2a)17-2-8 to ve=4ft;Cat.II; ,`•Q'\\• G E O'A%-is , 21-6-13 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions , • shown;Lumber DOL=1.60 plate grip DOL=1.60I. �'\ ' . 3)Provide adequate drainage to prevent water ponding. . N O 5812• 4)This truss has been designed for a 10.0 psi 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 wf *: •:*. _ fit between the bottom chord and any other members. = 6)Refer to girder(s)for truss to truss connections. ►-t, • a 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 105 lb uplift at joint 1,316 lb uplift at jointi, 01. •• -`4 •• 44/ and 449 lb uplift at joint 12. •• �/ �1, 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. moi•' 610 •i/ 0•��`• Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 0 WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/I.7473 rev.10/03/2015 BEFORE USE valid for use only slth Mitek:9 connectors.this design Is based only upon parameters shown,and is for an Individual building component not NI- Design a tnus system.Mote use.the building designer muni verity the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent heckling of Individual thus web and/or chord members only.Additional temporary asci permanent bracing Milek Is always regrdrecl for stability and to prevent collapse with posstle personal injury and property damage. I or general guidance regarding the fdxk:atkn,storage,delivery.erection and bracing of trusses and truss systems.seeANSt/TPlt Quality Criteria,DS8-89 and SCSI Building Component 6904 Parke East Blvd. Safety information available from truss Hate Institute.218 N.Lee Street.Suite 312.Atexarrdda,VA22314. Tampa.FL 33610 Job Truss truss type I Qty Ply Riverside Homes/Bankston Res/JK T8469971 J160217 A08 Hall Hip 1 1 L • l Job Reference(optional) Manning Building Supplies. Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries.Inc.Wed Apr 20 12:07:39 2016 Page 1 1 D:Et0?902t3mBsJiY_bfhnl IzRmPt-CiOPgsmbcc80sMN?PikkEgCK 1 V?jEtSgSmODUIzOrIo 1 5-3-2 i 10-2-12 1 14-8-10 f 19-2.8 i 25-2-0 _ 30-10-0 30111.8 5-3-2 4-11-10 4-5-14 4-5-14 5-11-8 _I- 5-8-0 0-1-8 Scale=1:53.6 4x7= 1.5x4 II 3x4= 6 20 7 21 8 • 1 3.00 12 3x4- /r. . 0 /5 1.5x4 I I V. 4 iN. \ W b 3x4.:--- :40/ �i 3x4 3 2 19 ." t ?� } eo. V ra 1 I% _' 11 10 9 14 13 12 1.5x4 I i 3x8= SxS= 3x8= 2x4 Il 3x6 II I I 5-3-2 l 10-2-12 1 19-2-8 l 25-2-0 1 30-10-0 3011.8 5-3-2 4-11-10 _- - 8-11-12 5-11-8__ _— 5-8-0 0-1-8 Plate Offsets(X Y)-- 11:0-2-4,0-2-31,16:0-5-4,0-2-41,(12:0-2-8,0-3-41_ LOADING(psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.14 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -0.34 12-13 >716 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.64 Horz(TL) 0.02 10 IVa n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:171 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.2 BOT CHORD Rigid ceiling directly applied or 9-1-8 oc bracing. SLIDER Left 2x4 SP No.2 2-6-0MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer 1 Installation guide. REACTIONS. (lb/size) 1=270/0-3-8,10=708/Mechanical,13=1298/0-5-8 Max Horz 1=250(LC 11) Max Uplittl=93(LC 12),10=308(LC 9),13=-467(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-283/100,2-19=-319/183,3-19=-313/188,3-4=-265/337,4-5=-216/333, 5-6=-692/379,6-20=-577/373,7-20=-577/373,7-21=-577/373,8-21=-577/373, 8-10=-647/365 BOT CHORD 1-14=-302/368,13-14=-302/368,12-13=-377/433,11-12=-412/641 WEBS 3-13=-641/319,4-13=-259/167,5-13=-988/505,5-12=-76/302,8-11=-390/766, 7.11=-362/272 NOTES- `,,11111111g, 1)Unbalanced roof live loads have been considered for this design. ,0�, Q 3. O r 'it, 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsh h=2517;B-45ft;L=311t;eave=4ft;Cat.II; `• \\%' •....... FG •j Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-1-0,Interior(1)3-1-0 to 19-2-8,Exterior(2)19-2-8 to `��, '.• G E N ••• 'TA •• 23-6-13 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reaction. V F•�• �� shown;Lumber DOL=1.60 plate grip DOL=1.60 • 3)Provide adequate drainage to prevent water ponding. ..* No 581 2• *• 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 wit • lit between the bottom chord and any other members. :'O•• // • I 6)Refer to girder(s)for truss to truss connections. i •• 4, . •• 4� 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 93 lb uplift at joint 1,308 lb uplift at joint 10.0• / / 1l/. and 467 lb uplift at joint 13. • •j,, S 0..�\�. 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. \ ,'',"11111111111" , Al. ,`,,, Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. la , Design valid for use only with Mltekry connectors.This design Is based only upon parameters shown,and is for an individual bolding component.not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate robs design Into the overall building design. Brachg Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection card bracing of trusses and truss systems,seeAN$1/IPI I Quality Crierla,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Saisty Inforrnallon available from less Plate institute.218 N.Lee Street,Suite 312,Adexan drta,VA 22314. Tampa.FL 33610 Job RussrT uss Type Qty Ply .Riverside Homes/Bankston Res/JK T8469972 J160217 1801 Monopilch Supported Gable 1 1 a _ Job Reference(optionalh_• _ Manning Building Supplies. Jacksonville.FL 7.640 a Sep 29 2015 MiTek industries.Inc. Wed Apr 20 12:07:39 2016 Page 1 I D:EtO?902t3mBsJiY_bfhnllzRmPt-CiOPgsmbcc80sMN?PikkEgCQzVB?E0og5mODUlzOrlo H---- &9-0 ---- ------ -----I 9-9.0 Scale=1:18.5 5 3.00 I12 4 10 3 C\ --r cv 2 _ C I I - - Io 9 8 7 6 2x5 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 ! TC 0.10 Vert(LL) n/a - Na 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(TL) rVa - rVa 999 BCLL 0.0 • Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:35 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.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 I MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer I. Installation guide. REACTIONS. All bearings 9-10-8. (Ib)- Max Horz 1=108(LC 11) Max Uplift All uplift 100 lb or less at joint(s)1,6,7,8,9 Max Gray All reactions 250 lb or less at joint(s)1,6,7,8,9 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat.II; Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Comer(3)1-0-3 to 3.9-0,Exterior(2)3-9-0 to 9-7-4 zone;cantilever left and right exposed;end vertical lett and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. `0111111i/// 3)All plates are 1.5x4 MT20 unless otherwise indicated. `�0 Q •si• 0 rR lit, 4)Gable requires continuous bottom chord bearing. ,,`�\\., .GEN �n •,.. 5)Gable studs spaced at 2-0-0 oc. • 6)This truss has been designed for 10.0 psf bottom chord live load nonconcurrent with any other live loads. " '••\.- SF••C.V ii 7)•This truss has been designed for a live load of 20.Ops1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wile • N O 581 2 fit between the bottom chord and any other members. • 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,6,7,8,9. 9)"Semi-rigid pitchbreaks with fixed heels'Member end fixity model was used in the analysis and design of this truss. • _ • /- V30... 1/7 /V '1;3-6'//1/1.:/11.151:11-.1.1%-.1 ".%%S% Philip J.O'Regan PE No.58126 MiTekUSA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 V WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 9111-7473 rev.10032015 BEFORE USE. lia. Designs valid for use only with Mnekrt connectors.Ns design is based only upon Wrarneters shown,and Is tor an individual building component,not a truss system.Before use,the bulking designer must verify the applicability of design ixrameters and properly Incorporate this design Into the overall building design. Machu indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required tar stability and to prevent collapse with possible personal Wry and property damage. pop general guidance regarding the Parke East Blvd. fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANS1/TPl1 Quality Criteria,DSB-89 and BCSI Building Component 690469 P.Park 33610 Saltily Information available from Truss Plate Institute,218 N.lee Street.Suite 312,Alexandrta,VA 72314. Job Truss Truss Type `Qty Ply Riverside Homes/Bankston Res/JK 1.8469973 J160217 B02 IMonopdch 6 1 a l I Job Reference(optional) - 1 7.640 s Sep 29 2015 MTek Industries,Inc. Wed Apr 20 12.07:40 2016 Page 1 Manning Building Supptea. Jacksonville,FL I D:EtO?902t3mBsJiY_bthnllzRmPt-guaol CnDNwGFU W yBzPFznl IUSvNezQwgJQmmOBzOri n 4-10-8 9-9-0 I I . 4-10-8 4-10-8 Scale=1:20.4 2x4 II 4 3.005/ I 12 1.5x4----- 3 3 3x4 11 SR-1 N rt 2 1 0 I • SI ld _ 6 3x8 II 3%6= 5 9-10-8 ) 9-10-8 Plate Offsets(X,Y)-- [1:0-3-8,Edge] _ - LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d 1' PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.14 6-9 >815 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(TL) -0.35 6-9 >326 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.24 Horz(TL) 0.02 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) ` Weight:45 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-11 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-2-11 oc bracing. SLIDER Left 2x4 SP No.2 2-6-0 1iiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=355/0-3.8,6=361/Mechanical Max Horz 1=136(LC 11) Max Upliftl=-139(LC 8),6=-153(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-845/91,2-11=-574/335,3-11=-548/339 BOT CHORD 1-6=-399/559 WEBS 3-6.533/363 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=2411;eave=oft;Cat.II; Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-7-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip ,111111111 g11 DOL=1.60 ,,\�P J. o qFG.,,♦ 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 `%'QX••••�(',E N S`••.'T4 ♦♦ fit between the bottom chord and any other members. • • .• �' • ••• 4)Refer to girder(s)for truss to truss connections. : No 5 812. 1 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)1=13e *:: •• * ► 6=153. 6)'Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. / • 1•5,;: i:/,' #:::$:., ,-" i.5//111111 , ,, Philip J.O'Regan PE No.58126 Mfiek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AIN-7473 rev.10'0312015 BEFORE USElil + Design valid for use only with MITeke connectors.This design k based only upon parameters shown.and Is for an IndMdual building component,not I,I a truss system.Before nue,Ito balding designer must verify the aprik�lty of design parar motors and r ioperly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek_ is always required for stability and to prevent collapse with possbie personal Injury and properly dornage• For general guidance regarding the e East Blvd. e Prk fabrication.storage,delivery,erection and bracing of trussesand h and systems.seeANSI/TPI I Qually Criteria,DSB-89 and BCSI Building Component Ta6904mpa, P.rk E3st 0 Safely Information avallable from Truss Plate Institute.218 N.lee Street,Suite 312.PJexan drla.VA22314. 1 Job 'Truss truss Type Oty Ply Riverside Homes/Bankston Res/JK T8469974 J160217 C01 Roof Special Girder 1 1 ___ Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Wed Apr 20 12:07:42 2016 Page 1 I D:Et0?902t3mBsJiY_bfhnlIzRmPt-cHhYSLpUuXW zjp524g1 RsSggwj_wRFJ7nkFt54zOrll 2-0-0 5-0-0 8-0-0 12.0.7________ ____ 15-11-1 19-11-8 22.6.6 26-5-0 2-0-0 I 3-0-0 3-0-0 I 4-0-7 F 3-10-11 I 4-0-7 I 2-6-14 3-10-10 Scale:1/4".1 Special NAILED NAILED NAILED 4x7= NAILED 3x4= NAILED 1.5x4 j NAILED 4x7 7.00 12 4 20 5 21 22 23 6 24 25 7 NAILED nrnn en fill i 4x4= 5x5= 4X4 ir211. 8 9 4.00 12 3 (] 12 6x6% o ,_ v 4 n 1 1,1 ch I ' g 6" L_,__i nn in nn __—ill nn nn 1 It ! I _ , - =� 27 28 29 30 31 32 33 16 15 14 13 12 11 10 6x6= 6x6= 8x8= NAILED 3x4= NAILED 3x10= NAILED 3x4= 5x5= HTU26 3x6 I 3x10 II Special NAILED NAILED NAILED HTU26 Special 2-0.0 { 8.0-0 12-0-7 15-11-1 f 19-11-8 I 22-6-6I 26-5-0 2-0-0 6-0-0 4-0-7 3-10-11 4-0-7 2-6-14 3-10-10 Plate Offsets(X,Y)-- [1:0.0.0,0-3.81,[4:0-5-4,Q-2- ,17:0-5.4 0-2-01,j10 Edge,O-3 8j,j15:0-4-0,0-4-81 I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 i TC 0.57 Vert(LL) 0.18 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 I BC 0.83 Vert(TL) -0.27 13-14 >999 180 BCLL 0.0 ' Rep Stress Incr NO i WB 0.57 Horz(TL) 0.07 10 rVa n/a BCDL 10.0 Code FBC2014/rPI2007 (Matrix-M) Weight:186 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-3-10 oc bracing. WEDGE 7MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10=1954/0-5-8,1=1742/0-5-8 Max Horz 1=188(LC 7) Max Upliftl0=-1161(LC 5),1=-1038(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-3083/1825,2-3=-3457/2092,3-4=-3087/1998,4-20=-2879/1878,5-20=-2879/1878, 5-21=-2692/1736,21-22=-2692/1736,22-23.2692/1736,6-23=-2692/1736, 6-24=-2692/1736,24-25=-2692/1736,7-25=-2692/1736,7-8=-2387/1490, 8-26=-1953/1211,9-26=-1953/1211,9-10=-1829/1114 BOT CHORD 1-16=-1742/2956,15-16=-1800/2888,15-27=-1711/2675,14-27=-1711/2675, 14-28=-1837/2918,13-28=-1837/2918,13-29=-1276/2055,29-30=-1276/2055, 12-30=-1276/2055,12-31=-1230/2018,31-32=-1230/2018,11-32=-1230/2018 WEBS 4-15=-402/754,8-11=-1356/842,9-11=-1498/2509,2-16=-707/458,3-15=-280/183, 1111111I111///I 3-16=-157/318,4-14=-210/448,5-14=-268/198,5-13=-307/261,6-13=-441/375, �� / 7-13=-642/1010 ,,`• \\, ..E....,.-Q,,', NOTES- � Q •' V\ Sk'..-2 i 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Ops1;h=25ft;B=451t;L=26ft eave=oft;Cat.�•r • No 581 2• = Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1:0*:• * • plate grip DOL=1.60 - • 3)Provide adequate drainage to prevent water ponding. ="O • e r. 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. O d - .***4,1,,E7;ALU 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. �•• ,� , 0 Q••• i � 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) s / 0 �$ 10=1161,1=1038. .i, S� , ••• 'Ev �•� 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 'Ii/'81111111%.A 11• 8)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0.0 oc max.starting at 22-2-14 from the left end to 24-2-14 to connect truss(es)to front face of bottom chord. Philip J.O'Regan PE No.58126 9)Fill all nail holes where hanger is in contact with lumber. MITek USA,Inc.FL Cert 6634 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. 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 Continued on page 2 MOM A WARNING-Verity design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10 03r20I5 BEFORE USE. hut Design valid for use only with Wears connectors.This design Is bused only upon parameters shown,and Is tor an Individual building corm'orient,not a truss system.Before use,the bulking designer must verify the applicability of design imam-tetras and properly Incorporate this design Into the overall braking design. lbachg Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for slabaly and to prevent collapse with possible personal Wry and properly damage. for general guidance revoking the fabrication.storage,delivery,erection and{racing o1 trusses and truss systems,seeANSI/iPtl Qraatity Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from buss Male Institute,218 N.Lee Street,Suite 312,Alexan drta,VA 22314. Tampa,FL 33610 Job Truss 'Truss Type Qty .Ply Riverside Homes/Bankston Res/JK T8469974 J160217 cot .Roof Special Girder 1 1 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MTek Industries.Inc. Wed Apr 20 12:07:42 2016 Page I D:E10?90213mBsJIY_bthnllz RmPt-cHhYSupUuXW zip5Z4g1 RsSggwj_wRFJ7nkFt54zOrll NOTES- 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)469 lb down and 528 lb up at 8-0-0 on top chord,and 198 lb down and 162 lb up at 7-9-14,and 208 lb down and 141 lb up at 8-2-2 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=-54,2-4=-54,4-7=-54,7-8=-54,8-9=-54,10-17=-20 Concentrated Loads(Ib) Vert:4=-319(F)7=-106(F)15=-313(F)9=-104(F)14=-9(F)5=-106(F)20=-106(F)23=-106(F)24=-106(F)25=-106(F)27=-9(F)28=-9(F)29=-9(F)30=-9(F)31=-9(F) 32=-161(F)33=-161(F) lilt 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.1003P2015 BEFORE USE. Design valid for use only with Mllekt%connectors.This design is trued only upon pacmroters shown.and is for an individual building component.not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Addtional temporary and permanent tracing MiTek' Is always requked for stability and to prevent collapse with possible personal ritzy and property danoge. For general guidance regarding the fabrication.storage,detNery,erocnon and tracking of trusses and truss systems,seeANSI/IPI I Quality Criteria,DSB-89 and SCSI BUldhlg Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Ory Ply Riverside Homes I Bankston Res/JK 16469975 J160217 CO2 Rod Special Girder 1 1 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Wed Apr 20 12:07:43 2016 Page 1 I D:Et07902t3mBsJiY_bthnllzRmPt-STFwtEp6lrepLzgmeYpgPgN2C6JW AmaGON_QdW zOrl k I 2-0-0 } 6-1-12 l 10-0.0 }. 13-11-12 i 17-11.8 I 21-4-10 f 24-7-0 _i 26-5-0 30-0-4 _-- 33-11-0 j 2-0-0 4-1-12 3-10-4 3-11-12 3-11-12 3-5-2 3-2-6 1-10-0 3-7-4 3.10-12 Scale:3/16'=1 4x4= 3x4= 4x4= 4 27 5 6 7.00 NY r713 II 3.0012 454= 4x7= 4x4 i 7 3x4 3 nt' 9 3x4= N 4.00 12 rN 10 0 4x4% 11 'O N N 2 . I l; 1 13 = d - ( s �.: ri = 6x6=30 12 31 1� 19 18 28 17 16 15 lijHTU26 2x4 Ii HTU26 3x4= - 3x4 5x8— 3x8= 3x4= 3x4= 3x6 HHTU26 3x10 3x6 I 2-0-0 10-0-0 i 17-11-8 21-4-10 24-7-0 ,265-0 30-0-4 33-11-0 t 2-0-0 l 8-0-0 7-11-8_ _ 3-5.2 3.2.6 ' 1.10-0 3-7-4 _3.10.12 Plate Offsets(X,Y)-- [1:0-2-4,0-1-8],[8:0_5-4,0-2-0],[11:0-0-0,0-1-5],[18:0-4-0,0-34A LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.11 17-18 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.28 18-19 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.31 Horz(TL) 0.05 14 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:209 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-11 oc purlins. BOT CHORD 2x4 SP No.2`Except' BOT CHORD Rigid ceiling directly applied or 3-5-13 oc bracing. 11-13:2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer WEDGE Installation guide. I Right:2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-1-13 REACTIONS. (lb/size) 1=936/0-5-8,14=1773/0-5-8,11=530/0-3-8 Max Horz1=-127(LC 23) Max Upliftl=346(LC 25),14=-652(LC 8),11=-214(LC 5) Max Gray 1=936(LC 1),14=1773(LC 1),11=543(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-467/216,2-3=-1856/705,3-4=-1225/521,4-27=-1016/487,5-27=-1016/487, 5-6=-870/454,6-7=-1043/481,7-8=-808/420,8-9=-312/218,9-10=-68/330, 10-11=-852/363 BOT CHORD 1-19=-597/1653,18-19=-481/1317,18-28=-339/1040,28-29=-339/1040,17-29=-339/1040, 16-17=-335/837,15-16=-107/257,14-15=-264/108,13-14=-1791/669,9-13=-1216/462, ��11111111j 13.30=-326/818,12-30=-326/818,12-31=-326/818,11-31=-326/818 ��`` J A,,,/�I WEBS 3-18-349/228,4-18=-146/412,6-17=-122/356,7-16=-724/296,8-16=-359/979, `�� \P�,....,, FG, /0� 8-15=-774/290,3-19=-126/464,5-17=-330/126,9-15=-329/988,10-13=-1140/455, � G E N 9 10-12=-145/481 •, Q •••\--• S�•••� •,i No 5812. - 1)NUnbalanced roof live loads have been considered for this design. = *: 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=34ft;eave=4ft;Cat.S; i , Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1Ta0 0; a plate grip DOL=1.60 / ' 3)Provide adequate drainage to prevent water ponding. Q IY' ;4/4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. •� •. Q' .� • 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 le S •4/••O•�\�� 6)fit Provideeen the mechanica�onnem ction(by thand any ers)ofer t truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=346,mbers,with BCDL=10.0psf. i�'if / 11 A\-- ON, 14=652,11=214. 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. Philip J.O'Regan PE No.58126 8)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting MITek USA,Inc.FL Cert 6634 at 28-2-14 from the left end to 32-2-14 to connect truss(es)to front face of bottom chord. 6904 Parke East Blvd.Tampa FL 33610 9)Fill all nail holes where hanger is in contact with lumber. Date: 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). April 20,2016 Continued on le 2 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MSIEK REFERANCE PAGE Mu-7473 rev.10/03/2016 BEFORE USE. mill Design valid tot use only with Miteki!l connectors.this design Is based only upon parameters shown.and Is to an Individual txxlding component,not a truss system.Before tee,the building designer must verify the applicability of design parameters arid I xoperly incorporate this design Into the overall building design. BracIng Indicated Is to prevent budding of In diAdud truss web and/or chord momtxsis only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and properly damage. for general guidance regarding the 6904 Parke East Blvd. fabrication, ant truss storage,delivery,erection and bracing of trusses atruss systems.seeANSI/IPI1 Quality Criteria,DSS-89 and BCSI Building Component j Safety Information available from Truss Plate Institute,'218 N.Lee Street.Suite 312.AJexa drta.VA 22314. Tampa.FL 33610 Job LruSs i Trus Type Qty !Ply Riverside Homes/Bankston Res/JK T8469975 J160217CO2 Root Special Girder 1 1 , 1 A Job Reference(optional) —_ Manning Bung Suppies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Wed Apr 20 12:07:43 2016 Page 2 ID:EtO?902t3mBsJiY_bthnllzRmPt-5TFW tEp6frepLzgmeYpgPgN2C6JW AmaGON_QdW zOrt k LOAD CASE(S)Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-4=-54,4-6=-54,6-7=-54,7-8=-54,8-11=-54,14-20=-20,13-24=-20 Concentrated Loads(Ib) Vert:12=-243(F)30=-243(F)31=-243(F) I NI. � I 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2016 BEFORE USE. Design valid for use only with Mllek?)connectors.this design is based only upon parameters shown,and Is for an IndMduai building component.riot a truss system.Before use,the trulldng designer must verify the applicability of design parameters and properly incorporate this design into the overall bounding design. Bracing Indicated Is to prevent budding of indivkiud truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding then Blvd a E a prkast fabrication,ication,storage,delivery,erectionand bracing or trusses and inns systems,seeANSl/1P11 Quality Criteria,DSB-89 and SCSI Bulking Component p g69Oq 04 P.rk East Safety Information avertable from truss Plate institute,218 N.Lee Street.Suite 312.Atexandrla.VA 22314. I Job Truss Truss Type Oty Ply Riverside Homes/Bankston Res/JK T8469976 J160217 CO3 Roof Special 1 t L_ • r __ Job Reference(optional) Manning Building Supplies, Jacksonville.FL 7640 s Sep 29 2015 MTek Industries.Inc. Wed Apr 20 12:07:44 2016 Page 1 ID:Et0?902t3mBsJiYbf hnIIZRmPt-Zipltagk09mgz7FyCFKvxtv64W fjv6N PE1 k_9yzOrlj I2.0.0I 7-0-0 611.10I 12-00I 1511-8 I 20-2-15 21-11.0 26-5-0 33.11.0 1 i _ I _ —I 2-0-0 5-00 1-11-10 30- 31-8-1 .- 7- 6-0 Scale=1:63.3 6x6 3x10// 2x4\\4x7= 4 27 5 6 28 7 29 i. 1 7.00 F2 1.5x4 11 r1 44= 4x4= 3.00112 3 8 �.- 3x4 I\\ 33x4+ ri 4x10% 11 1 es. 2 7 ',:�` d c c13 1Q $ �_ - .- 4x4= a - •• 18 17 32 33 16 15 14 3x6 H 3x4= 8x8= 6x6= 3x6 11 1.5x4 II 8x8= 2-0-0 . 8-11-10 1 12-0-0 l 15-11-8 I 18-11-14 20-2-15121.11 -0 I 265-0 I 33.11-0 I 2-0-0 ' 6-11-10 3.06 3.11.9 3-0.6 1.3.1 1-8-1 4-6-0 7$0 Plate OffsetsjX,Y)-- 11:0-2-4,0-1-11U4:0-3-0,0-2-5117:0-0-0,0-0-01,112:0-3-14,0-2-31,(17:0-2-12,EdgeI LOADING(psf) I SPACING- 2-0-0 I CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 I TC 0.78 Vert(LL) -0.15 16-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.34 16-17 >919 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.72 Horz(TL) 0.05 14 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 I (Matrix-M) Weight:198 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except' TOP CHORD Structural wood sheathing directly applied or 3-0-3 oc purlins. 4-7:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x4 SP No.2*Except* MiTek recommends that Stabilizers and required cross bracing 15-17:2x6 SP No.2 be installed during truss erection,in accordance with Stabilizer WEBS 2x4 SP No.2 Installation ulde. SLIDER Left 2x4 SP No.2 2-1-13,Right 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=964/0-5-8,12=257/0-3-8,14=1289/0-5-8 Max Horz1=-159(LC 10) Max Upliftl=-346(LC 12),12=-98(LC 9),14=-460(LC 12) Max Gray 1=964(LC 1),12=275(LC 22),14=1289(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-427/187,2-3=-1430/594,3.4=-1423/731,4-27=-1186/653,5-27=-1187/653, 5-6=-824/503,6-28=-1000/563,7-28=-998/563,7-29=-1172/608,8-29=-1201/594, 8-30=-960/495,9-30=-960/495,11-12=-447/0 BOT CHORD 1-18=-748/1804,17.18=-736/1798,17-32=-268/855,32-33=-268/855,16-33=-268/857, 15-16=-378/1008,14-15=-281/758,13-14=-472/242,10-13.374/241 WEBS 8-15=-800/278,9-15=-276/692,9-14=-1085/412,5-17=-304/759,6-16=-129/441, `,{{{1111111 3-17=-338/259,2-17=-617/322 ,`s• \Q J. 0'gSi,, �' NOTES- `•% "Z`�*•�GENS••CIA•• 1)Unbalanced roof live loads have been considered for this design. Q •• '''•. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsh h=25ft;B=45ft;L=341t;eave=4ft;Cat.li No 581 2 Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 12.0-0,Exterior(2)12-0-0 to • 19-4-3,Interior(1)19-4-3 to 33-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and: *: :* forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 • = 3)Provide adequate drainage to prevent water ponding. =- /• • e 4)This truss has been designed for a 10.0 psi 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 wits Q• / / # ((/ • fit between the bottom chord and any other members,with BCDL=10.Opsf. •• Q 6)Provide mechanical connection(byothers)of truss to bearingplate capable of withstanding100 Ib uplift at joint(s)12 except t-lb �/ ��%� 1=346,14=460. 7)"Semi-rigid pitchbreaks with fixed heels'Member end fixity model was used in the analysis and design of this truss. ,4,I,,�1111 A' ‘%%% Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERANCE PAGE 6111-7473 rev.10103/2016 BEFORE USE. t Design valid for use only with MllefcQ(connectors.this design Is based only upon rxtrameters shown,and Is for cn IndMdual building component.not a truss system.Before use,the bolding designer must verily the applIcabilly of design txxcrneters and property irc:orp oraio this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual toss web and/or chord members only. Additional temporary and permanent Iracing MiTek is always required for stability and to prevent collapse with possible personal Inkay and property damage. for general guidance regarding the 6904 Parke East Blvd. labdcation,storage,delivery,erection and bracing of trusses and toss systems,seoANSI/7P11 Quality Criteria,OSB-89 and BCSI Building Component Tampa.FL 33610 Sdely Information available from truss Plate Institute,218 N.Lee Street.Suite 312•Noxandria,VA 22314. ! Job Truss Truss Type IOW Ply Riverside Homes/Bankston Res/JK 78469977', J160217 C04 Rod Special 1 1 Job Reference(option) J 7.640 s Sep 29 2015 MiTek Industries.Inc.Wed Apr 20 12:07.45 2016 Page 1 Manning Building Buggies. Jacksonville,FL ID:EtO?902t3mBsJiYbfhnllzRmPt-1 sNh4wrMBSvXaHg8mzr8U5SGew_.GebjZThTXhOzOrli 1 2-0-0 I 8-11-10 13-11-12 _ I 19-1-3 191 -0 26-43_ 2615-0 33-11-0 2-0-0 6-11-10 5-0-2 5-1-7 04:13 7-1-4 12 7-6-0 Scale:3/16"=1' 5x5= 4 r� 7.00[12 1.5x4 1 I 22 23 5 5x5 3.00 12 3 • n 3x4 I 6 4.00 12 3x4 5x12 24 7 2 8 - I. lei "EdOillifiliiiii 6 = 26 13 12 25 11 101.5x4= 3x6 I I 3x6 !I 1.5x4 II 8x8= 8x8= 3x6 I I 1 2-0-0 I 8-11-10 .10.6.10i 19-1-3 19, -0 26-44 26$-0 33-11-0 i 2-0-0 6-11-10 ' 1-7-0 8-6-10 0-V13 7-1-4 0.412 7.6-0 _ Plate Offsets(X,Y)-- [1:0-2.4,0-1-11],[8:0-3-14,0-2-3],111:0-2-12,Edge],[12:0-2-12,Edge] LOADING(psf) SPACING- 2-0-0 CSI. i DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.18 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 1 BC 0.92 Vert(TL) -0.24 9-20 >381 180 BCLL 0.0 " Rep Stress Incr YES WB 0.59 Horz(TL) 0.04 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:190 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purlins. BOT CHORD 2x4 SP No.2*Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 11-12:2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer SLIDER Left 2x4 SP No.2 1-10-2,Right 2x4 SP No.2 2-6-0 Installation guide. REACTIONS. (lb/size) 1=969/0-5-8,8=283/0-3-8,10=1258/0-4-12 Max Horz 1=-191(LC 10) Max Uplift1=-346(LC 12),8=-99(LC 12),10=-457(LC 12) Max Gray 1=969(LC 1),8=291(LC 22),10=1258(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-492/210,2-3=-1453/562,3-22=-1539/714,4-22=-1518/734,4-23=-1241/643, 5-23=-1259/629,5-6=-1106/477,7-8=-611/27 BOT CHORD 1-13=-682/1785,12-13=-695/1795,12-25=-201/826,25-26=-201/826,11-26=-201/826 WEBS 4-12=-378/903,4-11=-231/540,3-12=-466/328,2-12=-571/303,5-11=-633/394, 9-10=-1205/486,6-9=-1127/491,6-11=-324/1069 NOTES- 01111111g/1 1)Unbalanced roof live loads have been considered for this design. 011 a- o ��I, 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psi;h=25ft;B=4511;L=34ft;eave=4ft;Cat.II; ♦•♦\k\Q•......RFC -,, Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 13-11-12,Exterior(2)13-11-12 to ••• .rGEN • '9 -- 17-4-7,Interior(1)19-1-3 to 33-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and Q .•••\,, e•�2 -- 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. : N O 581 2 • 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 wi *; :* fit between the bottom chord and any other members,with BCDL=10.Opsf. • / •• 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8 except(jt=lb)1=3[6r,; • a ,10=457. 'i5)0... .- ([/ � 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. IY;#4 ((7 ,9s,-/./A��.�` • -'11/1111tit'' Philip J.O'Regan PE No.58126 MlTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 mit 0 WARNING-Vag*design parameters and READ NOTES ON THIS AND MVCLUDED MITEK REFERANCE PAGE MN'-7473 rev.10V0.3/2015 BEFORE USE. Design valid for use only with MITeicSrl connectors.This design Is trued only upon parameters shown,and Is for an Indlvkival building component,not a truss system.Beton use.the briding designer must vodty the applicability at design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing I MiTek' Is always regtired for stadllty and to prevent collapse with possible personal injury and property damage. For general gulc,arce regarding that fabrication,storage,delivery,erection aux,bracing o1 trusses and truss systems.seeAN51/1P1 t Quality Criteria,DSB-89 and BCSI Bulding Component 6904 Parke East Blvd. Safely tMormaeon available from truss Plate Institute,218 N.Lee Street,Sulte 312,Alexanctrta,VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply Riverside Homes/Bankston Res/JK T8469978 J160217 C05 Roof Special I 1 1 r Job Reference(optional) — Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries,Inc.Wed Apr 20 12:07:46 2016 Page 1 ID:EtO?902t3mBsJiY_bthMlzRmPt-V2x31Gs_ym 1 OCRPLJgMN 11?RBKKgN2xiiLD5ErzOr1 h I 2.0.0 l 8-11-10 { 13-11-12 I 18-11-14 [ _ 26.4.4 26-15-0 33-11-0 { 2-0-0 6-11-10 5-0-2 5-0-2 7-4-6 04.12 7.6-0 Scale:3/16'=1' 5x5= 4 I 7.00 12 1.5x4 I I 22 :141.1.4%114441s2:440.4.5. 5x5= 3.00112 3 �'IlINI3x4 6 11. 4.00 12 24 3x4 5x12-- 7 2 8 or N 1 m •:1 ld 1 9 °33 la 0 0 26 13 12 25 11 101.5x4= 3x6 II 3x6 I 1.5x4 I I 8x8= 8x8= 3x6 II 1 2-0-0 , 8-11-10 { 18-11-14 I 26-4.4 26.5-0 33-11-0 2-0-0 ' 6-11-10 10-0-4 7-4-6 04-12 7-6-0 Plate Offsets(X,Y)— [1:0-2-4,0-1-111,[8:0-3-14,0-2-3],[11:0.2-12,Edge],[12:0-2-12,Edgp_.____ _ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.17 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.24 9-20 >382 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.59 Horz(TL) 0.04 10 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:190 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 7-0-4 oc bracing. 11-12:2x6 SP No.2 I MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.2be installed during truss erection,in accordance with Stabilizer SLIDER Lett 2x4 SP No.2 1-10-2,Right 2x4 SP No.2 2-6-0 I Installation guide. REACTIONS. (Ib/size) 1=969/0-5-8,8=282/0-3-8,10=1259/0-4-12 Max Horz 1=-190(LC 10) Max Uplift1=-346(LC 12),8=-98(LC 12),10=-458(LC 12) Max Gray 1=969(LC 1),8=290(LC 22),10=1259(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-490/210,2-3=-1452/562,3-22=-15371714,4-22=-1516/734,4-23=-1242/644, 5-23=-1259/629,5-6=-1108/477,7-8=-611/28 BOT CHORD 1-13=-681/1785,12-13=-695/1795,12-25=-200/825,25-26=-200/825,11-26=-200/825 WEBS 4-11=-234/545,5-11.635/395,3-12=-467/328,2-12=-572/302,4-12=-379/900, 9-10=-1205/487,6-9=-1127/493,6-11=-322/1067 NOTES- `,�I111111111II 1)Unbalanced roof live loads have been considered for this design. ,�� J, O III 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=34ft eave=oft Cat.II; `%S \�\1 •.......RFC I.,� Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2-0-010 13-11-12,Exterior(2)13-11-12 to `• �`•• GENS•'• '9�,•� • 17-4-7,Interior(1)18-11-14 10 33-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and. Q ,• \,• F ..• i • forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 • N O 581 2 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 we *; •:* fit between the bottom chord and any other members,with BCDL=10.Opsf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8 except(j1=1b)1=3716'o; a 10=458. . . ' ::�� 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. ;•'),30... / / 11111 A� ,,`• 1 X1 11 Philip J.O'Regan PE No.58126 Mitek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MB-7473 rev.101032015 BEFORE USE mg Design valid for use only with MITe1r2o connectors.This design Is based only upon parameters shown.and Is for<n indwidual balding component,not a truss system.Before use,the boiling designer must verify the applicability of design parameters mneters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web arra/or chord members only.Additional temporary and permanent bracing MiTek' le always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and tnss systems.seeANSI/TPI1 Qualify Criteria,DS8-89 and BCSI Bulking Component 6904 Parke East Bird. Safely Information avdlable from truss Plate Institute.218 N.Lee Street,Suite 312.Alexandrlo,VA 22314. I Tampa.FL 33610 'Job Truss Truss Type Oty Ply Riverside Homes/Bankston Res/JK 78469979 -1160217 C06 Roof Special 4 1 • r Job Reference(optional) Manning Building Supplies, Jacksonville.FL 7.640 s Sep 29 2015 MiTek industries.Inc.Wed Apr 20 12:07:46 2016 Page 1 ID:EtO?902t3mBsJiY_bfhnllzRmPt-V2x3IGs_ym 1 OCRPLJgMN 1 I?RBKKgN2xiiLD5ErzOrl h 1 2-0-0 8-11-10 1 13-11-12 18-11-14 _ 26.4.4 264-0 33-11-0 ______i 2-0-0 6-11-10 5-0-2 1 5-0-2 1 7-4-6 0.0412 7-6-0 Scale:3/16"=1' 5x5= 4 C' 7.0012 1.5x4 I I 22 23 5 5x5= 3.001.12 3 �• 3x4 6 wha d1 4.00.12 24 3x4 5x12 2 7 8 I' = 8 0 __ l§ c 4 25 26 13 12 11 101.5x4= 3x6 I I 1.5x4 I 8x8= 8x8= 3x6 I 3x6 I 265-0 I 22-0-0 I 8-11-10 1 18-11-14- I 7-24?- 4 33-11-0206- I s1t10 -6-0 0-0-12 Plate Offsets(X,Y)-- [1:0-2.4,0-1-111,[8:03-14,0-2-31,[11:0-2-12,Edge1,[12:0-2-12,EdgeI ! LOADING(psf) SPACING- 2-0-0 I CSI. I DEFL. in gm) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 I TC 0.87 Vert(LL) -0.17 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.24 9-20 >382 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.59 Horz(TL) 0.04 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:190 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2*Except' BOT CHORD Rigid ceiling directly applied or 7-0-4 oc bracing. 11-12:2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer SLIDER Left 2x4 SP No.2 1-10-2,Right 2x4 SP No.2 2-6-0 Installation guide. REACTIONS. (lb/size) 1=969/0-5-8,8=282/0-3-8,10=1259/0-5-8 Max Horz 1=-190(LC 10) Max Uplittl=-346(LC 12),8=-98(LC 12),10=-458(LC 12) Max Gray 1=969(LC 1),8=290(LC 22),10=1259(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1.2=-490/210,2-3=-1452/562,3-22=-1537/714,4-22=-1516/734,4-23=-1242/644, 5-23=-1259/629,5-6=-1108/477,7-8=-611/28 BOT CHORD 1-13=-681/1785,12-13=-695/1795,12-25=-200/825,25-26=-200/825,11-26=-200/825 WEBS 4-11=-234/545,5-11=-635/395,9-10=-1205/487,6-9=-1127/493,6-11=-322/1067, 3-12=-467/328,2-12=-572/302,4-12=-379/900 NOTES- ,011111111IIl 1)Unbalanced roof live loads have been considered for this design. `S% J. 0' Ili, 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=4.2pst;BCDL=3.0ps1;h=25ft;B=45ft;L=34It eave=41t;Cat.II; %S \Q AF ii Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 13-11-12,Exterior(2)13-11-12 to `%% . ' •••G�E N S••' T .. 17-4-7,Interior(1)18-11-14 to 33-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and..• Q ,• \,,` e.•, • 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 wi1G *;• No 5812• ' lit between the bottom chord and any other members,with BCDL=10.Opst. = : /44 • 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8 except(jt=lb)1116-0; a,10=458.6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. �iQ• / / •�/� 4•• P � . Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only vNh Mllele,connectors.this design is based only upon parameters stwvm.and is for an individual building component.not a truss system.Before use.the building ng designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of irxiivklual truss web and/<r chord members only.Additional temporary and permanent tracing MiTek is always required for stability and to prevent collapse with posh/-personal miry and property damage. For general guidance regarding the fc ricatlon-storage,delivery,erection and bracing of trusses and tnlss systems.seeANSI/TPI I Quality Cdferla,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Sdety Information available from Inns Plate Institute.218 N.lee Street.Suite 312.Nexandrb.VA 22314. Tampa.FL 33610 Job Truss ITrliss Type Qty 'Ply Riverside Homes/Bankston Res/JK T8469980 J160217 C07 Rod Special 1 1 1 r b IJob Reference(optional) Manning Building Supplies. Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Wed Apr 20 12.07:47 2016 Page 1 ID:EtO?902t3mBsJiY_bfhnllzRmPt-zEVRVbacj49Fgb_XtNtcZW XenkIc6U6sv✓?yemHzOrlg 1 2.0.0 I 8-11.10 I 13-11-12 1540-0 18-11-14 I 26-3-11 i-- _3311.0 ----i 2-0-0 6-11-10 5.0-2 1-10-4 3-1-14 7-3-13 7.7-5 Scale=1:61.8 5x5= 4 1.5x4 II 5 7.00 12 25 1.5x4 II 24 6 5x5= 3.00112 3 •� 3x4 ll 4.00 12 I 1 26 354 4x10% B .4.70 9 a 2 .. 1: 3x5= 11 1.5x4 I o = 15 14 13 3x4= 3x6 !I 3x6 !I 2x4 I 4x10= 4x4= 2-0-0 i 8-11-10 1510-0 15-11-818-11.14 26-2-4 3311-0 I ' 2-0-0 6-11-10 ' 6-10-6 0.143-0-6 7.2.6 7-8-12 Plate Offsets(X,Y)-- [1:0-2-4,0-2.11],[9:0-3-14,0-2-31 LOADING(psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) Udetl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.05 10-22 >999 240 MT20 244/190 TCDL 7.0 i Lumber DOL 1.25 BC 0.60 Vert(TL) -0.14 10-22 >668 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.66 Horz(TL) -0.02 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:205 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. 1-13:2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer SLIDER Left 2x4 Sr No.2 1-11-15,Right 2x4 SP No.2 2-0-0 Installation guide._. REACTIONS. All bearings 0-5-8 except(jt=length)9=0-3-8. (lb)- Max Horz1=-190(LC 10) Max Uplift All uplift 100 lb or less at joint(s)except 1.204(LC 12),9=-i44(LC 12),12.377(LC 12),10=-171(LC 12) Max Gray All reactions 250 lb or less at joint(s)except 1=545(LC 21),9=370(LC 22),12=1098(LC 1),10=500(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-291/124,2-3=-609/264,3-24=-737/425,4-24=-714/445,6-7=-324/206, 7-26=-442/324,8-26=-488/316,8-9=-387/5 BOT CHORD 1-15=-398/991,14-15=-383/984,12-13=-109/701,11-12=-58/255,10-11=-256/471, 9-10=-256/471 WEBS 6-12=-462/246,6-11=-12/267,7-11=-252/208,7-10=-324/202,4-14=-396/861, 11111111111 3-14=-477/334,2-14.496/247,4-13.605/134 `,,�`\'i) J. 0'R 114 ��, N,•.��\.'''.. ... EN••' �''9 I�i 1)NUnbalanced roof live loads have been considered for this design. ��TES- • Q •'•V\ SF••:2 10 2)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psl;h=2511;B=45it;L=3411;eave=oft;Cat.lir Exp C;End.,GCpi=0.18;MWFRS(directional)and C•C Exterior(2)0-2.12 to 2-0-0,interior(1)2-0-0 to 13-11-12,Exterior(2)13-11-12.115 . , . No 5812. 17-4-7,Interior(1)18-11-14 to 33-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members all: *: ;* 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. = -0: 4 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 wiS //, 4 . •:z1J fit between the bottom chord and any other members,with BCDL=10.Opsf. - Q• / * • /./,/ Z 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 204 lb uplift at joint 1,144 lb uplift at joint 9,•,�, •. ,/ O P• .' 377 lb uplift at joint 12 and 171 lb uplift at joint 10. / 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. �jiss/ •. AL��,, 111111111111111 Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 0 WARNING-Verify dasIgn parama/srs and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 5111.7473 rev.10/03/2015 BEFORE USE. 1 INN Design valid for use only with Welt&conneckxs.1Ns design k based only upon porcmeters shown,and Is tot crn Individual building component.not a truss system.Before use,the balding designer must verify the q/plk:obllty of design parameters and properly Incotporato this design Into the overall Lulling design. Bracing Itldlcatoxi Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent Ixacing MiTek* is always required for stability and to prevent collapse with passt4e personal Injury and property damage. Fox general guidance regarding the 6904I Parke EastBlvd.labrk:otbn,storage.delivery,erection and bracing of trusses and truss systems,seeANSl/IPil QualityCdteda,058and-89 SCSI Building ComponentE Soley Information available from truss Plate Institute,218 N.Lee.Street,Suite 312,Alexaxxirfa,VA 22314. Tampa.P.Parke Job Truss Truss Type Qty Ply Riverside Homes/Bankston Res/JK 784699811, J160217C08 Root Special 2 1 • a Job Reference(optional) i Manning Budding Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc Wed Apr 2012:07:48 2016 Page 1 I D:EtO?902t3mBsJiY_bfhnllzRmPt-RR3pjxtFUNH6Rk4R5Pr6j4x27Dgr58?9fiBljzOrlf 2-0-0 4-9-15 4-1l1-7 12-0.0 1 2-9-15 0-1-8 Scale=1:18.3 3 7.00;. 1.5x4 II • 4.0012 4x10% ' 2 1 di �/ Od 11b111111111111.- on i MI ILAMIIMIIMIIIMINIMMIIIK; d ►, 6 5 1.5x4 II 4 3x6 II 3x4= 1 2.0.0 I 4-9-15 4111[7 2.0.0 2-9-15 0-1-8 Plate Offsets(X,Y)-- [1:0.2-4.0-1-8] - LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) -0.00 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.01 5-6 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.03 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) i Weight:28 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-15 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-1-13 MiTek recommends that Stabilizers and required cross bracing . be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=173/0-5.8,5=179/Mechanical Max Horz 1=125(LC 11) Max Upliftl=57(LC 12),5=-69(LC 9) Max Gray 1=173(LC 1),5=189(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 1-6=-168/254,5-6=-166/260 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45it;L=241t;eave=41t;Cat.Ii; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 4.8-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,,0%111111111 2)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. �� , �' �� 3)'This truss has been designed for a live load of 20.Opsi on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ``,‘ \\,\•Q•..•• RFC 1,j fit between the bottom chord and any other members. � Q�.• •C+E N S'•• "TA�i 4)Refer to girder(s)for truss to truss connections. • ••• VF••.• 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 57 lb uplift at joint 1 and 69 lb uplift at joint No 5812• 6)"Semi-rigid pitchbreaks with fixed heels'Member end fixity model was used in the analysis and design of this truss. • , • S • Philip J.O'Regan PE No.58126 • MRek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: • • April 20,2016 • 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/0312015 BEFORE USE. Design valid for use only with MIIeka connectors.Itis design Is baud only upon pxranelers stxrwn,caul is for an individual['ridding component,ent,not a truss system.Before use.the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall budding design. Bracing indicated Is to prevent buckling of Indtvdual tmss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required tor stabBly and to prevent cogapse with possible personal htury and properly damage. For general guidance regardktg Su: E ast Blvd.fabrfabrication,storage,delivery,erection and[racing of trusses and truss systems seeANSI/TPI l Quality Criteria,058-89 and SCSI Buldtng Component Ta6904mpa. ParkeEast 1 Safely Information available from lruss Plate Institute,218 N.lee Street,Suite 312, Jexandrks,VA 22314. Job i Truss Truss Type Qty 'Ply Riverside Homes/Bankston Res/JK 78469982 J160217 D01 Roof Special Girder 1 1 • Job Reference_Optional) Manning Building Supplies. Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Wed Apr 20 12:07:49 2016 Page 1 I D:EtO?902t3mBsJiY_bf hnllzRmPt-vdcBwH utFhPz3u8w?ow4exd_OCN 4aU 880J RIrAzOrl e 1 2-0-0 l 6-4-0 10-7-8 I 14-11-0 19-3-0 1 21-3-0 2-0-0 4-4-0 l 4.3-8 4-3-8 4-4-0 2-0-0 Scale=1:38.0 Special NAILED Special 4x4= 3x8= 4x4= NAILED NAILED 7.00 ff 3 21 22 4 23 24 5 n nn 1of1 nn 1I 4.0012 1111111141111111111111111S1044 5x10% I5x10 1 6 m d 2 _c nn Ea nn '! 8 Ia, 12 2511 26 10 27 928 8 1.5x4 II 6x8= NAILED 5x5= NAILED 6x8= 1.5x4 II 6x6 6x611 Special NAILED Special Special Special 1I 2-0-0 1 6-4-0 10-7-8 14-11-0 19-3-0 i 21-3-0 l 2-0-0 4-4-0 4-3-8 4-3-8 4-4-0 2-0-0 Plate Offsets(X,Y)-- (7:Edge,0.6-6),(10:0-2-8,0-3-0] . LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (1oc) Vdetl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.16 10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.29 10-11 >877 180 BCLL 0.0 • Rep Stress Incr NO WB 0.30 Horz(TL) 0.09 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:118 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-15 oc purlins. BOT CHORD 2x4 SP No.1 D BOT CHORD Rigid ceiling directly applied or 5-0-13 oc bracing. WEBS 2x4 SP No.2 1 MiTek recommends that Stabilizers and required cross bracing I SLIDER Left 2x4 SP No.2 2-1-13,Right 2x4 SP No.2 2-1-13be installed during truss erection,in accordance with Stabilizer ' Installation guide. REACTIONS. (lb/size) 1=1990/0-5-8,7=1990/0-5-8 Max Horz 1=-82(LC 23) Max Uplift/=-966(LC 8),7.966(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1112/543,2-3=-3609/1820,3-21=-3134/1640,21-22=-3134/1640,4-22=-3134/1640, 4-23=-3134/1640,23-24=-3134/1640,5-24=-3134/1640,5-6=-3609/1820,6-7=-1112/543 BOT CHORD 1-12=-1678/3435,12-25=-1660/3414,11-25=-1660/3414,11-26.1706/3473, 10-26=-1706/3473,10-27=-1706/3473,9-27=-1706/3473,9-28=-1660/3414, 8-28=-1660/3414,7-8=-1678/3435 WEBS 2-11=-345/179,3-11=-547/1349,5-9=-547/1349,6-9=-347/179,4-11=-496/269, 4-10=-15/326,4-9=-496/269 NOTES- ,`,111111111/z1�'' 1)Unbalanced roof live loads have been considered for this design. /� • 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsi;h=25ft;B=4511;L=24ft;eave=oft;Cat.II; ,`s�,\\,�P •........., FG'0, Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 `Z`,•• (',EN •• •14//.• • plate grip DOL=1.60 Q •• �\ 3)Provide adequate drainage to prevent water ponding. No 5812 i 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide we *• ••: fit between the bottom chord and any other members. — ' 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 966 lb uplift at joint 1 and 966 lb uplift at :"O• • a joint 7. •53 •• "/"' ' •' t 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. i 8)"NAILED"indicates 3-lcd(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. iI • �/ Q Q:•'\� � 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)322 lb down and 351 lb up at 6-4-0, • ,9,-- .-i....• �? and 322 lb down and 351 lb up at 14-11.0 on top chord,and 333 lb down and 172 lb up at 6-1-14,446 lb down and 207 lb up at 6-6-2, /I,_J./ -/ A1.E�‘V and 446 lb down and 207 lb up at 14-8-14,and 333 lb down and 172 lb up at 15-1-2 on bottom chord. The design/selection of such ,•i•. 111111111, 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). Philip J.O'Regan PE No.58126 MiTekUSA,Inc.FL Cart 6634 LOAD CASE(S) Standard 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 Continued on page 2 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 481.7473 rev.101032015 BEFORE USE. MN Design valid kr use only with Mink I)connectors.Iles design Is based only upon palm totem shown,and Is for an Individual buildklg component,riot I a truss system.Before use.the Lxildng designer must verily the applicablity of design rxxameters and properly Incorporate this design In10 the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent tracing MiTek' k always required for stability and to prevent collapse with possible personal Merry and property damage. f Of general guidance regarding the e e PrkEast Blvd. fabrication.storage,delivery,erection and tracing of trusses and truss systems,seoANS1/IPl1 Qualify Criteria,DSB-S9 and 8051 ButidIng Component 6 69049 P.rk 33610 . Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. _---..-_ Job Truss Truss Type Qty Ply Riverside Homes/Bankston Res/JK T8469982 3160217 001 Rod Special Girder 1 1 a Job Referencejoptional)_ Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MTek Industries.Inc. Wed Apr 20 12:07:49 2016 Page 2 I D:Et0?902t3mBsJiY_bfhnl Iz R mPt-vdcBwH utFhPz3u8v✓?ow4exd_fXN4aUt380J R I rAzOr le LOAD CASE(S)Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(p11) Vert:1-2=-54,2-3=-54,3-5=-54,5.6=-54,6-7=-54,13-17=-20 Concentrated Loads(lb) Vert:3=-188(F)5=-188(F)11=-446(F)9=-446(F)10=-97(F)4=-61(F)21=-61(F)24=-61(F)25=-333(F)26=-97(F)27=-97(F)28=-333(F) • • • • • • 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE Mr1.7473 rev.10032015 BEFORE USE 'Design valid for use only with Mltek9 connectors.tnls design is based only upon rxrameters shover,and Is for on ksdMdual building component,not a truss system.Before use,the building designer must verify the applicability of design ism aneters and lropeiIy incorporate this design Into the overall building design. Bracing Indicated Is to prevent budding of IndMdual truss web and/or chord mx.r embs only.Additional temporary andpermanent bracing MiTek_ Is always required for stability and to prevent collapse with possible personal Injury and properly damage. for general guidance regarding the from East Blvd. Parke fabrication,n,storage,delivery.erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,05849 and BCSI Bulding Component 690469 ,FE3st0 Safely Information available Truss Plate Institute,218 N.lee Street.Suite 312.Alexandria,VA22314. Job Truss Truss type Qty Ply ;Riverside Homes/Bankston Res/JK T8469983 J160217 I D02 Root Special 1 1 i 1 a iJob Reference(optional)__ Manning Bulking Suppies, Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Wed Apr 20 12:07:50 2016 Page 1 ID:EtO?902t3inBsJiY_bfhnllzRmPt-NpAa7dvV0?Xgh2i6YW RJB8982xomJAIdzBlNczOrld 12-11-0I 19-3-0_ 21-3-0 I 2-0-0 6.4.0 4-7-0 6-4-0 I 2-0-0 { Scale=1:37.9 4x7= 4x4= 3 20 21 22 23 4 - 7.00 rii - -- 24 19 I' 7. 4.00 12 '1, .n 4x10 ! 5 4x10 2 I "1041 6 _ e Ciii •- r.0 CI _ o I I IO. 10 9 8 7 3x6 II 1.5x4 II 5x5= 4x10= 1.5x4 II 3x6 i i 2.0.0I I 8.4.0 12-11-0 l 19-3-0 + 21.3.0 l 2-0-0 _6.4-0 4-7-0 - --- 6-4-0 2-0-0 Plate Offsets(X,Y)-- 11:0-2-4,0-1-8113:0-5-4,0-2-41 16:0-2-4,0-1-81,[9:0-2-8,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.06 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(TL) -0.18 7-8 1,999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.43 Horz(TL) 0.04 6 n/a n/a BCDL 10.0 Code FBC20141tP12007 (Matrix-M) Weight:117lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-1 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-7-6 oc bracing. WEBS 2x4 SP No.2 i MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-1-13,Right 2x4 SP No.2 2-1-13 I be installed during truss erection,in accordance with Stabilizer I Installation guide. 1 REACTIONS. (lb/size) 1=786/0-5.8,6=786/0-5-8 Max Harz 1=-115(LC 10) Max Upliftl=-283(LC 12),6=-283(LC 12) FORCES. (Ib)•Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-339/162,2-19=-1085/461,3-19=-994/474,3-20=-867/479,20-21=-867/479, 21-22=-867/479,22-23=-867/479,4-23=-867/479,4-24=-986/472,5-24=-1077/458, 5-6=-336/163 BOT CHORD 1-10=-584/1386,9-10=-573/1389,8-9=-291/863,7-8=-576/1393,6-7=-587/1389 WEBS 3-9=-25/283,4-8=-30/286,2-9=-601/297,5-8=-612/298 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=4.2psf;BCDL=3.Opsf;h=25it;B=45ft;L=24ft;eave=oft;Cat.II; ,i %1111111g". Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 8.4-0,Exterior(2)8-4-0 to 15-11-0, `,O� P J. 0,R i,e,• • Interior(1)15-11-0 to 19-3-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& N•• \\�••GEN••-C9'j�� MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �Q •" $ 2 3)Provide adequate drainage to prevent water ponding. .; '• �' �•••• 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. : N O 5812 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 wilt *:• •I:** *I. fit between the bottom chord and any other members. :: • 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 283 lb uplift at joint 1 and 283 lb uplift at joint 6. 'O O . • e 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. -;50... f; I` ' �� i • � ,','s-8/1111110- Aos- Philip J.O'Regan PE No.58126 Mitek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE , Design valid for use only with Mileion connectors.INS design k based only upon pcxarneters shown,and is for an Individual txilding component.not a truss system.Before use,the bulking designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent budding of Individual truss web and/or chord members only.Additional temporary and permanent bracing MITE** Is always required for stability and to prevent collapse with possible personal injury and property damage. for general guidance regarding the fabricatbn,storage.delivery,erection and bracing of trusses mid truss systems,seeANSI/IPtl Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Sd•ty Information avc lable horn buss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Bankston Res I JK • 18469984 J160217 D03 Root Special 1 1 - e Job Reference(gption� Manning Building Supplies. Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Apr 20 12:07:51 2016 Page 1 I D:Et0?902t3mBsJ iY_bfhnllzR m Pt-s?kyLzw7nlfhlCH 16DyYkMiQ E L4a2OA Rrdwsv2zOrIc 10-11-0 2-0-0 6-3-12 10-4-0 IQ-718 14-11-4 19_30 21.30 2-0-0 4-3-12 i 4.0.4 0-3-8' 4-0-4 4-3-12 2-0-0 0-3-8 Scale=1:42.8 5x5_ 4 7.0012 21 6 1.5x4 II 20 1.5x4 II 3 5 • 4.00ir12 4x10% 4x10 • 2 oi 1 ,� 7 N a S 8: El 11 10 22 23 9 8 OM 3x6 II 1.5x4 I 5x8= 3x8= 1.5x4 ll 3x6 II I 2-0-0 6-3-12 I 10.4.0 1O.7-d-11 14-11-4 19-3-0 I 21-3-0 2-0-0 4-3-12 4-0-4 4-0-4 4-3-12 2-0-0 Plate Offsets(X,Y)-- [1:0-2-4,0-1-81,17:0-2-4,0-1-81,[10:0-4.0,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. ! DEFL. in (Ioc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) -0.15 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 I Vert(TL) -0.36 9-10 >699 180 BOLL 0.0 • Rep Stress Ina YES WB 0.27 1 Horz(TL) 0.03 7 ria 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 4-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-2-5 oc bracing. WEBS 2x4 SP No.2 i MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-1-13,Right 2x4 SP No.2 2-1-13 I be installed during truss erection,in accordance with Stabilizer ; Installation guide. REACTIONS. (lb/size) 1=786/0-5-8,7=786/0-5-8 Max Horz 1=150(LC 10) Max Upliftl=-283(LC 12),7=-283(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-448/193,2-3=-1224/483,3-20=-1346/591,4-20=-1329/607,4-21=-1329/607, 5-21=-1346/591,5-6=-1224/483,6-7.448/193 BOT CHORD 1-11=-513/1319,10-11=-507/1306,10-22=-170/710,22-23=-170/710,9-23=-170/710, 8-9=-510/1272,7-8=-516/1280 WEBS 4-10=-280/682,3-10=-314/230,2-10=-274/189,4-9=-280/682,5-9=-314/230, 6-9=-274/189 NOTES- 1)Unbalanced roof live loads have been considered for this design. �/i 2)Wind:Exp C;End.,GCpi SCE 7-10;V0.I1 B;MW FRS(directional)ad l)and) C-C1Exterior(2)0-0-0 to 2-0-0,lnntterio(1psf;)2-0-0 tot 10-7-8,tExten4or(2)10-7.8 to Cat.II; %S \Q �. �'/. •G' i 13-7-8,Interior(1)19-3-0 to 21-3-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and `�•% .•• GENS'•'•'92�� forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 •• \-, ••• i 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. : No 581 2 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 wit fit between the bottom chord and any other members,with BCDL=10.Opsf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 283 lb uplift at joint 1 and 283 lb uplift at joint7. ► 0' e 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. ..:•5) ��`a '- •; 4./ i III 0% Philip J.O'Regan PE No.58126 Mffek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03I2015 BEFORE USE M. I Design valid for use only with Mllek0 connectors.This design Is based ordy upon pxranolers shown.and Is for an individual 1mAcing component,not a truss system.Before use.the bulking designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling or Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal hrlury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems seeANSI/TPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Solely Information available from Truss Plate hnsltute.218 N.Lee Street.Suite 312.Alexarirkl,VA 22314. Tampa.FL 33610 Job Truss i Truss Type Qty I Ply Riverside Homes/Bankston Res/JK 78469985 J160217 004 :Root Special 2 1 Job Reference(optional) Manning Building Supplies. Jacksonvile,FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Wed Apr 2012:07:52 2016 Page 1 I D:EL0?90213mBsJiY_blhnlizRmPl-KCI KYJwIYcnYwMsUgxTnGZFbx1QpnrEb4HgPRVzOrlb I 2-0-0 6-3-12 i 10-7-8 14-11-4 I 18-11-8 111-31-0 21-3-0 I 2-0-0 4-3-12 4-3-12 4-3-122-0-0 4-0-4 0-3-8 Scale=1:42.5 5x5 4 7.00 FIT 21 1.5x4 II 20 1.5x4 II 5 3 Jr ,0 4.00 12 4x104x10 C 2 N ' ,�'• 4:6 7 iv iii.i 11 70 22 23 9 8 In 3x6 I 1.5x4 II 5x8= 3x8= 1.5x4 I 3x6 II I 2-0-0 2.3/8 6-3-12 I 10-7-8 14-11-4 I 18-11-8 11.3 21-3-0 I 2-0-0 03 4-0-4 43.12 4-3-12 4-0-4 0.3 2-0-0 Plate Offsets(X,Y)-- (1:0-2-4,0-1-81,,[7:0-2-4,0-1-81,[10:0-4-0,0-3-01 LOADING(psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) Men Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) -0.15 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.37 9-10 >697 180 BCLL 0.0 * Rep Stress Incr YES WB 0.28 Horz(TL) 0.03 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:121 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-2-5 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-113,Right 2x4 SP No.2 2-1-13 , be installed during truss erection,in accordance with Stabilizer Installation guide, I REACTIONS. (lb/size) 1=78610-5-8,7=786/0-5-8 Max Horz 1=-152(LC 10) Max Uplifll=-283(LC 12),7=-283(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-448/193,2-3=-1224/484,3-20=-1359/599,4-20=-1343/615,4-21=-1343/615, 5-21=-1359/599,5-6=-1224/484,6-7.448/193 BOT CHORD 1-11=-513/1320,10-11=-507/1307,10-22=-165/702,22-23=-165/702,9-23=-165/702, 8-9=-511/1272,7-8=-516/1280 WEBS 4-10=-292/704,3-10=-337/242,2-10=-274/189,4-9=-292/704,5-9=-337/242, 6-9=-274/189 NOTES- 1)2)Wind:ASCE roof 7-10;live Vulloads 130mph(3 second gust)Vasd=10 mph;TCDL=4.2psf;BCDL=3.0pst;h=25ft;B=45tt;L=24ft;eave=4ft;Cat.II; ,,`.ks design. Q ,J!i Q'A,'�isi Exp C;Encl.,GCpi=0.1 B;MWFRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 10-7-8,Exterior(2)10-7-8 to .•'\\,�,......N �C_ oe„ 13-7-8,Interior(1)19-3-0 to 21-3-0 zone;cantilever left and right exposed;end vertical lett and right exposed;C-C for members and ``Q .• S••••. �� • 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. • No 5812 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 wit *: • fit between the bottom chord and any other members,with BCDL=10.0psf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 283 lb uplift at joint 1 and 283 lb uplift at= joint 7. • a 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. O•• X46 4 : LJ i Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 . Nit 0 WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI.7473 rev.10/03r2015 BEFORE USE. Design valid for use only with Mileka connectors.this design is based only upon parameters shown.and is tot rn individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall txelding design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Addtiorvi tempary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Initay and property damage. For general guidance regarding the 6904 Parke East Blvd. fd:rlcation.storage,delivery erection and bracing of trusses and truss systems.seeANSl/lPI I Quality Criteria.DS8-89 and BCSI Building ng Component33610 Safely information available from Truss Plate institute,218 N.Leo Street.Suite 312.Alexancaia,VA22314. Tampa.. Job Truss Truss Type Oty I Ply I Riverside Homes/Bankston Res/JK T8469986 J160217 1 E01 Roof Special 3 1 _ _ _ Job Reference(optional) Manning Building Supplies,Jacksonville,FL 7.640 s Nov 10 2015 MiTek Industries,Inc. Wed Apr 20 15:39:33 2016 Page 1 ID:Et0?902t3m BsJiY_bfhnllzRmPt-IBNAZHrOc5X W uL?gwZMK9ctHSn_geKAyUuuU49zOnJu 2-3.8 l 8-11,8 I 10.0-0 2-3-8 6-8-0 1-0-8 5x5= Scale:1/2"=1' 1.5x4 II 3 4 - Ir� nbNLli4.00r-ii I 111110111 3x4 5 0 V . �� 3x6= o IMMIIIIIWNI 3x4 O. 3x6 ]l 6 1.5x4 II 2-0.03 10-0-0 i 2-0-0 O-3- 7-8-8 Plate Offsets(X,Y)-- (1:0.3-13.0-1-11),(1:1-5-0.0-1-8),12:0-1-3,0-1-81,f2:0.4-8.0-2-14) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.10 2-5 >969 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(TL) -0.26 2-5 >360 180 BCLL 0.0 * Rep Stress!nor YES WB 0.06 I Horz(TL) 0.11 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:41 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6.0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-1-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 6=466/0-3-8,5=263/Mechanical Max Horz 6=119(LC 9) Max Uplift 6=-230(LC 12),5=93(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 2-6=-457/390 WEBS 3-5=-288/349 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24f1;eave=4ft;Cat. II; ior(1)3-0-0 to 8-11-8, 9-0-44 zone;cantilever left ai=0.18;ndrightxposed;end vertical leftal)and C-C and right exposed;C-C forerior(2)0-0-0 to 3-0-0, rmembe s and forces&MWFRS)for11 B to 0%" P 1J. O'/,.!',, reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `,`1`\\,\'.(',E N•.�O ", 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. „$q S 2 - 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 tit between the bottom chord and any other members. No 5812. 5)Refer to girder(s)for truss to truss connections. •• 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 230 lb uplift at joint 6 and 93 lb uplift at joint 5. =-� 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. ---• si . ;�4/ �P�.?- ,/ ss "droll`',"�� Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 mi, 1 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MU-7473 rev.10'01/2015 BEFORE USE. Design valid for use only with Webb connectors.Ns design Is based only upon parameters shovm,and is tar an hdlvidxl building component.not a truss system.Before use,the building designer must verily the ar)prl cabeity of design parameters and properly incorporate this design into the overall I building design. Dachg Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ! MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the Parke East Blvd.labacatbn,storage,delivery,erection and bracing of trusses and truss6904 systems,seeANSI/IPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 P.FEt 0 Safety Informatlon available from Inas Plate Institute,218 N.Lee Sheet,Suite 312.aexaxdria,VA 22314. Job Truss Truss Type Ioty Ply Riverside Homes I Bankston Res I JK T8469987 J160217 E02 Monopitch 1 1 • e i Job Reference(options!) Manning Budding Supplies. Jacksonville.FL 7.640 s Sep 29 2015 Mack Industries,Inc.Wed Apr 20 12:07:53 2016 Page 1 ID:EtO?90213mBsJiY_bfhnlIzRmPt-oOsimfxNJwvPYWRhEe_0pnnnC8s4WLjkJxPy_xzOrla 2-0-0I _ 5.7.14 __ } 8-0-0 - -{ 2-0-0 3-7.14 2-4-2 Scale=1:22.7 1.5x4 I 5x5= 3 4 7.0017E ONIMMIIIIIMil Ai II 4.0012 4x4 11 2 i ,, S I 5 3x6 I I O 6 3x4= 3x4= I II 2-0-0 5-7-14 8-0-0 l 2-0-0 3-7-14-_ - 2-4-2 Plate Offsets(X,Y)- 11:0-2-4.0-1-81,13:0-2-8.0-2-11 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 0.25 Vert(LL) -0.03 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.34 Vert(TL) -0.08 5-6 >823 180 BCLL 0.0 ' Rep Stress[nor YES WB 0.08 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:46 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.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-1-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=181/Mechanical,6=400/0-5-8 Max Horz 6=155(LC 11) Max Uplift5=-124(LC 9),6=-209(LC 12) Max Grav5=194(LC 17),6=400(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 1-6=-79/254 WEBS 3-6=-201/317 NOTES- ,, 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25th;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0.0 to 2-0-0,Interior(1)2.0-0 to 5-7-14,Exterior(2)5-7-14 to 1 7-10-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions ,t�1%1 i 111111, shown;Lumber DOL=1.60 plate grip DOL=1.60 ��%04 0 Q �• O,R p1, 2)Provide adequate drainage to prevent water ponding. \\%S ••.......•�� i 3)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. `��Q� GENS' • '9-V�� 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 •••\ F•••. .• i tit between the bottom chord and any other members. No 5812• 1 • 5)Refer to girder(s)for truss to truss connections. ► 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 124 lb uplift at joint 5 and 209 lb uplift at *: • joint 6. 7)"Semi-rigid pitchbreaks with fixed heels'Member end fixity model was used in the analysis and design of this truss. =1'13• • 11111s 11!!1 A+�%:CY Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitek E connectors.This design Is bused only open Fxxaneters shown.and is for an axdivkkrd bolding component.not a truss system.Below use,the building designer must verify the applicabllty of design pcxaneters and properly Incorporate this design Into the overall building design. Racing Indicated is to prevent buckling of Individual inns web and/or chord members only. Additional temporary and permanent bracing pail MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the East Blvd.fabrication.storage,delivery,erection and bracing of trusses and tnss systems,Se6904 eANSUlPII Qualify Criteria.DSB-89 and SCSI Building Component Tampa,04 ParkeFEt 0 Safety Information available horn truss Plate institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Job truss Truss Type 1 Qty Ply I Riverside Homes/Bankston Res/JK 78469988, J160217 E03 Roof Special 1 1 I a r _ Job Reference(optional) - J Manning Building Supplies, Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc.Wed Apr 20 12:07:53 2016 Page 1 ID:Et0?902t3mBsJiY_bfhnllzRmPt-oOsimfxNJWVPYW RhEe_opnnoi8pZWMPkJxPy_xzOrla 1—_ 2-0-0 I 3-7-14 1 4-10-13 I 8-0-0 ___...� 2-0-0 1-7-14 1-2-15 3-1-3 Scale=1:21.6 1.5x4 it 5 P, 7.00 12 axa- 4x4= 3 1111111.E. I 4.00I.12 4x4__ 'Li • 1 1 :at N IIP.I M. OM 73x4- 8 3x6 II a 3x4= 1.5x4 II I 2-0-0 I 3-7-14 I 4-10-13 I 8-0-0 I 2-0-0 1-7-14 1-2-15 3-1-3 Plate Offsets(X,Y)-- [1:0-2-4,0-1-81 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefi Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.03 6-7 >999 240 MT20 244/190 TCDL 7.0 I Lumber DOL 1.25 BC 0.57 Vert(TL) -0.06 6-7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.03 HOrz(rL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:44 lb FT=20% • LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. SLIDER Left 2x4 SP No.2 2-1-13 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=181/Mechanical,8=400/0-5-8 Max Horz8=145(LC 11) Max Uplift6=-87(LC 9),8=-210(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.0.0 to 2-0-0,Interior(1)2-0-0 to 3-7-14,Exterior(2)3-7-14 to 4-10-13 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This 4)•Thisrtruss hass has s been desigen ned forfor a a lie load of 20:psf on the bottom chord in all areas where a.0 psf bottom chord live load nonconcurrent with any other ll rectangle 3-6-0 tall by 2-0-0 wide will `,,•s ve loads. \P�13"o' I,� fit between the bottom chord and any other members. �� \\••••GEN '4'e, 5)Refer to girder(s)for truss to truss connections. •• \ 4, • 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 87 lb uplift at joint 6 and 210 lb uplift at joint Q •• V SF•••. �• � B. No 5812• ' 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. = * •. (4,, • li-,0*. ie'''. . • - ,e ots%,../•/.... \;;.:*: ilii 411/1A10%1- %•0 Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 ta Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/1-7473 rev.10/0312015 BEFORE USE Design valid for use only with Mlloki)connectors.Ihls design Is based only upon parameters shown.and Is for an Individual building component,riot o truss system.Before use,the building designer must verily the appllcablity of design parameters and properly kncolporakr this design Into the overall txildki0 design. Bracing rndicaied Is to prevent buckling of Individual truss web and/or chord memtxxs only. Additional temporary raid permanent txacingMITQK- Is always required la stability gird to prevent collapse wIh possible personal Injury cad properly daxmage. f a general guidance regarding the 6904 Parke East Blvd. fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Budding Component Tampa,FL 33610 Safely Information available from truss Plate Instihrte,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Job Truss Truss Type Oty Ply Riverside Homes/Bankston Res/JK 78469989 J160217 001 Monoprtch 7 1 vi a — Job Reference(optional) Manning Building Supplies. Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries,Inc.Wed Apr 20 12:08:10 2016 Page 1 ID:EtO?902t3mBsJiY_bfhnilzRmPt-of07KT82182_47Eyjj0??M_g3?h9?25ED41 M4SzOrIJ 4-9-0 I1 4-9-0 Scale=1:14.6 3 1.5x 4.00 Ri — 11 — 354 2 10 cv df 41cl.) 1000N 1 5 3x6 I 4 1.5x4 II 4-10-8 I 4-10-8 Plate Offsets(X,Y)-- (1:0-2-4,0-1.111 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.03 5-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.21 Vert(TL) -0.05 5-8 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 1 Na rVa BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) i Weight:21 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-0 oc puffins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-6-0 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection,in accordance with Stabilizer Installation guide.___ REACTIONS. (lb/size) 1=170/0.3-8,5=176/Mechanical Max Horz 1=92(LC 11) Max Uplift/=58(LC 12),5=62(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45f1;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,Interlor(1)3-0-0 to 4-7-4 zone;cantilever left and right exposed;end vertical lett and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will _,it11111111/i. fit between the bottom chord and any other members.• •.0\Q J. O'/i.k.i 4)Refer to girder(s)for truss to truss connections. . \\. 0 ., • 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 58 lb uplift at joint 1 and 62 lb uplift at joint `��Q`r (',E N S•• '92�° • 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. : N O 5812 / • // • S► • • /,•••• C?Ns Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 Q WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M8.7473 rev.10'03/2015 BEFORE USEMil"" Design vOtid for use only with Weld:connectors.Ills design Is bused only ill x,nxn tarpeters shown,and Is for an Individual twldlr>(1 component.not , a truss system.Before use,the building designer must verify the appticabillly of cknign rxxameters and properly Incorporate this design Into the overall bulking design. Bradng Indicated Is to prevent buckling of individual Inns wob and/or chord members only. Additional temporary and permanent bracing MiTek* • Is always requked for stability and to prevent collapse with poslble personal Injury and property damage. For general grudance regarding the fabrication,skxage.delivery,erection and tracing of trusses and truss systems.seeANSI/1PI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bivd. Safety Information available horn crus Plato Institute,218 N.Lee Street,Suite 312,Alexandra,VA 22314. Tampa.FL 33610 I Job Truss Truss Type Qty i Ply Riverside Homes/Bankston Res/JK T8469990 J160217 H01 Monopdch 4 1 i Job Reference(optional) Manning Budding Supplies, Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Apr 20 12:08:10 2016 Page 1 ID:Et0?902t3mBsJiY_bf hnlizRmPt-ofO7KT82182_47Eyjjo??M_as?dV?25ED41 M4SzOrIJ I 7-3-0 7-3-0 ----- I Scale=1:16.6 1.5x4 3 3.00 Fli — 11 3x4% 10 2 0j 18 1 1✓ - 1 � 5 3.5 I I 4 1.5x4 II I 7-4-8 I 7-4-8 Plate Offsets(X,Y)-- [1:0-3-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.14 5-8 >591 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(TL) -0.30 5-8 >280 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.06 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:29 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=263/0-3-8,5=268/Mechanical Max Horz 1=105(LC 11) Max Upliftl=-103(LC 8),5=-113(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-472/0 NOTES- 1)Wind:ASCE 7.10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4fh Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-1-4 zone;cantilever left and right exposed;end vertical 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. 01111/111. 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 ,`�S Q 0'R i tit between the bottom chord and any other members. ,`� \\,� ........ FG ,moi 4)Refer to girder(s)for truss to truss connections. � Q`r .••\GEN • • 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 103 lb uplift at joint 1 and 113 lb uplift at •• F•••, • joints. • No 5812. 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. . • *; •* 61;0:#4 . I'I/8/111W" � %• Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.10/03/2016 BEFORE USE. Design valid for use only with/Wiek4 connectors.This design Is lased only urxxt Fxx<xneters shown,and Is for an Indlvldual building component,not a truss system.Before the.the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bulling design. Bracing Indicated is to prevent txrckling 01 IrxiMdual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" Is always requked for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication.storage.delNery,erection and bracing of trusses and truss systems,se0ANSF/TPI I Quality Criteria,DS8-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexarxila,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Bankston Res/JK T8469991 J160217 LO1 Roof Special Girder I 1 1 Job Reference(optional) i Manning Building Supplies. Jacksonville,FL - 7.640 s Sep 29 2015 MiTek Industries.Inc. Wed Apr 20 12:08:38 2016 Page 1 ID:EtO?902t3mBsJiY_blhnhlzRmPt-z24jC1 UcikaORONKMbla7G9JcH7uZe4MIRpr2gzOrHt 2-0-0 6-6-10 10-6-15I 14.5.8 I 18-4-0 22-4-5 I 26-10-15 128-10.15 2-0-0 4-6-10 4-0-5 3-10-9 3-10-9 4-0-5 4-6-10 2-0-0 Scale=1:51.9 Sx8 M18SHS 5x8 M18SHS= _ 3x4= 1.5x4 II 3x4= 7.00 12 3 25 4 26 5 27 6 28 7 4.00 r2 sxa, I sxa o 1 ECa 2 s• 11, ,, .1.000114ilt T/— ILIIiiiiii G. 4. •: 1 0 �� 29 30 3.3 34 16 15 14 31 13 32 12 11 10 4x10= 2x4 II 6x6= 3x5= 8x8= 3x5= 6x6= 2x4 II 4x10= 2-0-0i 6-6-10 10-6-15 I 14-5-8 I 18-4-0 22-4-5 26.10.15 . 28-10-15 2-0-0 4.6.10 4-0-5 3-10-9 3-10-9 4-0-5 4-6-10 2-0-0 Plate Offsets(X,Y)-- [1_Edge U-2-81,[2:0-3-0,Edge],(3:0-5-8,0-2-01,17:0-5-8,0-2-01,18:0-3-0,Edge],19:Edge,0-2-81,111:0-3-0,0-4-01,[13:0-4-0 0-4-12],115:0-3-0,0-4-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (los) Vdefl Ud PLATES GRIP TCLL 20.0 i Plate Grip DOL 1.25 ( TC 0.84 Vert(LL) 0.32 13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(TL) 0.56 13 >607 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Incr NO WB 0.32 Horz(TL) 0.10 9 Na Na BCDL 10.0 I Code FBC2014/TP12007 (Matrix-M) Weight:188 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 1-11-5 oc purlins. 2-3,7-8:2x4 SP No.1 D BOT CHORD Rigid ceiling directly applied or 5-2-11 oc bracing. BOT CHORD 2x6 SP No.1 D MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer SLIDER Left 2x4 SP No.2 1-11-15,Right 2x4 SP No.2 1-11-15 Installation guide. REACTIONS. (lb/size) 1=2682/0-5-8,9=2682/0-5-8 Max Horz 1=-85(LC 6) Max Uptiftl=-1320(LC 8),9=-1320(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1748/864,2-3=-4947/2505,3-25=-5255/2719,4-25=-5255/2719,4-26=-5565/2871, 5-26=-5565/2871,5-27=-5565/2871,6-27=-5565/2871,6.28=-5255/2719, 7-28=-5255/2719,7-8=-4947/2505,8-9=-1748/864 BOT CHORD 1-16=-2125/4298,16-29=-2091/4248,15-29=-2091/4248,15-30=-2094/4275, 14-30=-2094/4275,14-31=-2585/5255,13-31=-2585/5255,13-32=-2585/5255, 12-32=-2585/5255,12-33.2094/4275,11-33=-2094/4275,11-34=-2091/4248, 10-34=-2091/4248,9-10=-2125/4298 WEBS 2-16=-345/239,2-15=-319/305,3-15=-417/1097,7-11=-417/1097,8-11=-323/305, ,, 11 11 I ISg, 7 43 4-13=-209/446,5-13=-3341264, • 0750• � -12=-688/1367,6-12= / 9,6-13=-209/446 ♦S \Q � 1,, `` • •c� :•;GENs. •q NOTES- :: ' V 1 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25f1;B=45ft;L=2911;eave=4ft;Cat.ft" i NO 5812• • 1. Exp C;End.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=120*: ;* plate grip DOL=1.60 • 3)Provide adequate drainage to prevent water ponding. -0• • a 4)All plates are MT20 plates unless otherwise Indicated. .$: . 4 . :C(/, 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i O' / / # lV•• 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 !�. ' . / --P••.... .,♦� fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt Ib)1 1320, i��S�•./ ' G\-• \`�♦♦ 9=1320. 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. �.1111111111%" Philip J.O'Regan PE No-58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 Continued on page 2 1 0 WARNING-Welly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE/&7473 rev.10.032015 BEFORE USE. Design valid for use only with tvtilekLL connectors.lids design B based only upon rxrameters shown,and Is for an Individual building component,not . let , a inns system.Before use,the building deslcjnel must verify the applicability of design parameters and properly Incorporate Ibis design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual taus web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always receded for stability and to prevent collapse with possble personal Injury and property damage. For general guidance regarding the I tatrlcalkrn,storage,delivery.erection and bracing of trusses and truss systems,sec:ANSI/IPI l Quality Criteria,058.89 and SCSI Building Component Parke East Blvd. Safety Information ovdlable from Truss Rate Institute,218 N.Lee Street,Stile 312,ATexanddI a,VA 22314. Tampa.Ft.33610 Job Truss I russ Type Qty Ply Riverside Homes I Bankston Res I JK 78469991 1J160217 L01 Rod Special Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries,Inc Wed Apr 20 12:08:38 2016 Page 2 ID:EtO?902t3mBsJiY bfhnllzRmPt-z24jC1UcikaORQNKMbta7G9JcH7uZe4MIRpr2gzOrHt NOTES- 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)345 lb down and 376 lb up at 6-6-10,117 lb down and 119 lb up at 8-7-6, 117 Ib down and 119 Ib up at 10-7-6,110 lb down and 119 lb up at 12-7-6,108 lb down and 119 Ib up at 14-5-8,110 lb down and 119 lb up at 16-3-9,117 lb down and 119 lb up at 18-3-9,and 117 lb down and 119 lb up at 20-3-9,and 345 lb down and 376 lb up at 22-4-5 on top chord,and 358 lb down and 183 lb up at 6-4-8,474 lb down and 218 lb up at 6-8-12,104 lb down and 45 lb up at 8.7.6,104 lb down and 45 lb up at 10-7-6,104 lb down and 45 lb up at 12-7-6,104 lb down and 45 lb up at 14-5-8,104 lb down and 45 lb up at 16-3-9,104 lb down and 45 lb up at 18-3-9,104 lb down and 45 lb up at 20-3-9,and 474 lb down and 218 lb up at 22-2-3,and 358 lb down and 183 lb up at 22-6-7 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S)Standard 1)Dead+Root Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-3=-54,3-7=-54,7-8=-54,8.9=-54,17-21=-20 Concentrated Loads(Ib) Vert:3=-215(F)7=-215(F)15=-474(F)11=-474(F)14=-99(F)4=-67(F)13=-99(F)5=-67(F)12=-99(F)6=-67(F)25=-67(F)26=-67(F)27=-67(F)28=-67(F)29=-358(F) 30=-99(F)31=-99(F)32=-99(F)33=-99(F)34=-358(F) Q WARNWO-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.io.ea 2015 BEFORE USE. Design valid for use only with MUTekc9 connectors.Ids design k based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the hulking designer must verify the applicability of design parameters and properly Incas'rate this design Into the overall buNdng design. Bracing indicated is to prevent budding of individual truss web and/or chord members only.Adctitlorta temporary<nd permanent bracing MiTek Is always required for stability and to prevent collapse with possible persona Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSt/TPI I Quality Criteria,DSB-89 and BCSI Bullring Component 6904 Parke East Blvd. Safely Information available from truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes I Bankston Res/JK I T8469992 J160217 L02 Rod Special !1 1 _ Job Reference(optional) i Manning Building Supplies, Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Wed Apr 20 1208:39 2016 Page 1 ID:Et0?902t3mBsJiY_bfhnl IzRmPt-SEe5ONVET2d3ayXwlppgThW 4hUbl2sVu5Z0bGzOrHs 28-10-15 2-0-0 .3� 0610 14-s8 l 20-4-6 l 26-7-7 2610515 2.00 ...1;..-C 13-8 6-3-2 5.10-14 5-10-14 6-3-2 0-3- 2-0-0 Scale=1:51.9 4x7= 1.5x4 II 4x7= 7.00 r12 3 22 23 4 24 25 5 1 psi 1 6 21 4.00,� o 4x10 N 4x10� ,� 6 2 ,�. t ice' 7 Tf V ^ - 404 tl �'0Qx11 � � l3 � O 12 11 10 9 a 3x8 1.5x4 I 4x4= 5x8= 4x4= 1.5x4 II 3x8 I �3•p26-101528-1016 I 2-0-0-00 o -Is 632 5.10.14 I 6-10-14 f 6-02 0-9.8 2-00 Plate Offsets(X,Y)-- [3:0-5-4,0:2-41, LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Weft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.10 10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.2411-12 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.47 Horz(TL) 0.08 7 n/a n/a BCDL 10.0 I Code FBC2014ITPI2007 (Matrix-M) Weight:160 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-6-0 oc bracing. WEBS 2x4 SP No.2 ' MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-1-13,Right 2x4 SP No.2 2-1-13 be installed during truss erection,in accordance with Stabilizer L Installation guide. REACTIONS. (lb/size) 1=1070/0-5-8,7=1070/0-5-8 Max Horz 1=-119(LC 10) Max Upliftl=-384(LC 12),7.384(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-488/222,2-21=-1645/691,3-21=-1548/705,3-22=-1609/791,22-23=-1609/791, • 4-23=-1609/791,4-24=-16091791,24-25=-1609/791,5-25=-1609/791,5-26=-15481705, 6-26=-1645/691,6-7=-488/222 BOT CHORD 1-12.795/1893,11-12=782/1891,10-11=-485/1352,9-10=-481/1352,8-9=-785/1891, 7-8.799/1893 WEBS 2-11=-625/309,3-11=-21/340,3-10=-149/436,4-10=-351/228,5-10=-149/436, 5-9=-21/340,6-9=-625/308 N TES- gi 1)Unbalanced roof live loads have been considered for this design. ,�•Ot, J 10,AI',l,� 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psh BCDL=3.Opsh h=25it;B=45ft L=29ft;eave=oft;Cat.II; `,•• \-\.)...... Ns'..• G.... Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2-0.0 to 8-6-10,Exterior(2)8-6-10 to ♦ Nc %• 23 4-5,Interior(1)23-4-5 to 26-10-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and�� •••\-\ F••••L �� forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 • No 581 2• 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 wf)Y • / • fit between the bottom chord and any other members. ►"fl • a 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=384 O• ��,` •4 ;�'-(J 7=384. 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. ..•• is -I/ Q Q:�? N,` Philip J.O'Regan PE No.58126 Mitek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE Mil-7473 rev.1003)2015 BEFORE USE. imill r. r Design valid for use only with Mliek3)connectors.this design Is based ordy upon parameters shown.and Is for an k dMNdudd txstding component,not ! a truss system.Before use,the bulking designer must verify the applIcabilty of design txxaxnelers and property Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible le personal hlxy and properly damage. for general guidance regarding the 6904 Pae East Blvd. fabrlcatbn,st rage,delivery,erection and brack�g of trusses and truss systems,seeANSI l Quality Criteria.058.89 and BCSI Building Component Tampa. Safely Information available from Truss Plate Institute,218 N.lee Street.Suite 312,Alexa ddrIa,VA 22314. Parke FL 33610 Job Truss Truss Type I Qty Ply Riverside Homes/Bankston Res/JK T8469993 J160217 L03 Roof Special 1 1 • , I Job Reference(optional) 1 Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Wed Apr 20 12:08:40 2016 Page 1 ID:Et0?902t3mBsJiY_blhnllzRmPt-wRCTdjVsEMgkhkXj U0K2DhEea5rp1 Zsf611y7izOrHr 2-0-0 6-3-5 10-6-10 18-4-5 22-7-10 26-10-15 28-10-15 I 2-0-0 1 4-3-5 4-3-5 l 7-9-11 l 4-3-5 I 4-3-5 1 2-0-0 Scale=1:51.9 4x10= 555= 4 22 23 24 25 5 _ 7.00 FT rat C 26 4X4 i 21 4x4 3 6 - 0 4.00 12 N_ e� 4x4 4x4 2 7 N ... d ^ N ii 12 11 27 10 9 3x8 I 3x4= 6x6= 3x8= 3x4= 3x8 II I 2-0-0 10-6-10 { 18-4-5 l {26-10-15 28.10.15 I 2-0-0 8-6-10 7-9-11 8.6.10 2.0.0 Plate Offsets(X,Y)-- (4:0-7-8,0-2-0),(5:0-2-8,0-2-1) LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.14 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 I Vert(TL) -0.39 9-10 >883 180 BCLL 0.0 • Rep Stress Incr YES WB 0.23 Horz(TL) 0.07 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:163 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-10-5 oc bracing. WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-4-10 OTHERS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 10d(0.131"x3") SLIDER Left 2x4 SP No.2 2-1-13,Right 2x4 SP No.2 2-1-13 nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS. (lb/size) 1=1070/0-5-8,8=1070/0-5-8 Max Horz 1=-i53(LC 10) Max Uplitt1=-384(LC 12),8=-384(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-519/287,2-3=-2154/903,3-21=-1467/662,4-21=-1359/679,4-22=-1221/637, 22-23=-1221/637,23-24=-1221/637,24-25=-1221/637,5-25=-1221/637,5-26=-1352/676, 6-26=-1460/659,6-7=-2157/902,7-8=-516/288 BOT CHORD 1-12=-715/1898,11-12=-579/1526,11-27=-395/1252,10-27=-395/1252,9-10=-576/1474, 01 8-9 WEBS 3-111=-4818/236,4-11=-102/467,5-10=-99/439,6-10=-421/237,6-9=-163/531, ,��\Q i3 1 Q!R!',�It 3-12=-164/521 `,%�\�•.........ENF0 ,, NOTES- �`Q ••• V\ S.••�� i 1)Unbalanced roof live loads have been considered for this design. • • i 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psi;h=25ft;B=451t;L=2911 eave=41t;Cat.it • NO 58 • 12 Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 10-6-10,Exterior(2)10-6-10 to•• * :• •* 21-4-5,Interior(1)21-4-5 to 26-10-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members an(t : forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 :'fl: I 3)Provide adequate drainage to prevent water ponding. i ‘,/ ' .• 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i 0• ///# 40. 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 Iii •• o P:••�� fit between the bottom chord and any other members,with BCDL=10.0psf. •e S •�/,,•••• ``C?NV 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=384, ,j�S/ : AL�\,`�N 8=384. fi1/111111111�` 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 1 Q WARNING-Verify design paramatars and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MIF7473 rev.10173/1015 BEFORE USE. be Design valid tel use only with MITek®connectors.This design Is based only upon pcaameters shown.and is for ail Individual building component.not a truss system.Before use,the bulking designer must verily the op lit blity of design rxuaanelers and properly Incorporate this design Into the overall folding design. Bracing Indicated Is to prevent buckling of Individual truss web cod/or chord members only.Additional temporary and permanent bracing MiRek Is always requked for stability and to prevent coticpse with possible personal Inlay and property damage. Ior general gu ick:rice regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Qually Criteria,058-89 and BCSI Building Component 6904 Parke East Blvd Safi*Information avaliabie hoer truss Plate Institute,218 N.Lee Street.Suite 3122.A1exardrka,VA 22314. Tampa.FL 33610 •• toss toss ype •ty • Riverside Homes/Bankston Res/JK 18469994 J160217 L04 Roof Special 1 1 r _ Job Reference(optional) _ Manning Building Supplies. Jacksonville.FL 7640 s Sep 29 2015 MiTek Industries.Inc. Wed Apr 20 12:08:41 2016 Page 1 ID:EtO?902t3mBsJiY_bfhnllzRmPt-OdIrg3W U?fybl u6v2jrHlumXMVAdmyKoLP2Vf9zOrHq I 2-0-0 2-77-3-5 I 12-6-10 I 16-4-5 I 21-7-10 [ 26-10-15 128.10-1 2-0-0 7 4-8-5 5-3-5 3-9-11 5-3-5 5-3-5 2-0-0 Scale=1:52.2 4x7= 4x4= 4 24 25 5 7.00 12 23 26 3x5 i 3x5 3 6 41 0 ¢ 4.00�12 'n 4x10! 4x10 2 rf 1 1111111 ! q 8 i c‘77 c �,. ' _ .. l��M to _ 14 13 12 11 10 9 3x8 II 1.5x4 I1 4x4= 5x5= 3x8= 4x4= 1.5x4 II 3x8 II I 2-0-0 I 7.3.5 I 12-6-10 I 16-4-5 I 21-7-10 I 26-10-15 128-10-15 2-0-0 5-3-5 5-3-5 3-9-11 5-3-5 __. 5-3_5 2-0-0 Plate Offsets(X,Y)-- (4:0-5-4,0-2-0],[12:0-2-8,0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.08 12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.19 12-13 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.48 Horz(TL) 0.07 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 TOP CHORD Structural wood sheathing directly applied or 3-11-13 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-10-0 oc bracing. WEBS 2x4 SP No.2MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-1-13,Right 2x4 SP No.2 2-1-13 I be installed during truss erection,in accordance with Stabilizer Installation guide____ REACTIONS. (lb/size) 1=1070/0-5-8,8=1070/0-5-8 Max Horz 1=-186(LC 10) Max Uplift/=-384(LC 12),8=-384(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-563/255,2-3=-1726/717,3-23=-1309/609,4-23=-1247/629,4-24=-1130/594, 24-25=-1130/594,5-25=-1130/594,5-26=1239/626,6-26=-1302/605,6-7=-1725/717, 7-8=-562/255 BOT CHORD 1-14=-729/1821,13-14=-720/1817,12-13=-528/1454,11-12=-304/1057,10-11=-524/1453, 9-10=-724/1817,8-9=-733/1821 WEBS 2-13=-399/209,3-13=-16/296,3-12=-597/286,4-12=-150/450,5-11=-156/449, 6-11=-599/286,6-10=-15/297,7-10.-399/210 NOTES- `1111111111/g,�' . 1)Unbalanced roof live loads have been considered for this design. ,sO J• o'A /•� 2)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25f1;B=45ft;L=29ft;eave=4ft;Cat.II; `• \\,% •.. FC 00 Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 12-6.10,Exlerior(2)12-6-10 to 19-4-5,Interior(1)19-4-5 to 26-10-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and •• \. F•.•• • forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 • N O 5812 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 wilt • • fit between the bottom chord and any other members. :'O• s z 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=38.'5 �i/`� - :1-u Z.8=384. 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. moi, 0 P:••�. ,♦♦♦ Philip J.O'Regan PE No.58126 MRek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 ' mit 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mllek�e'connectors.Ibis design is based only upon rxxaneters shown,and Is for an individual building component,not a utas system.Before use,the bxrilding designer must verify the appllcablity of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of IndMdual truss web and/or chord members only.Addiaatal temporary and permanent bracing MiTek' Is always regtked for stability and to prevent collapse with possble personal injury and properly damage. for general gulddnce regarcirsg the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1PI1 Quality Catena,DSB-89 and BCSI Butting Component 6904 Parke East Blvd. Safety Information available from buss Plate Instihrle,218 N.lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 I Job Truss Truss Type 1 Qty Ply Riverside Homes/Bankston Res/JK 78469995 J160217 L05 Roof Special 2 1 Job Reference(optional) I Manning Building Supplies. Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Wed Apr 20 12:08:42 2016 Page 1 I D:EtO?902t3mBsJiY_bfhnllzRmPt-spJE2PX6mz4Sw1 h5bRN W I6J35vTzVQPya3n2BbzOrHp l 2-0-0 i 8-2-12 l 14-5.8 I 20-8-3 i 26-10-15 28-10-15 2-0-0 6-2-12 6-2-12 6-2-12 6-2-12 I 2-0-0 Scale=1:57.8 5x5 4 7.00[12 20 21 4x4 2. 4x4 3 5 1...• 1 4.0012 4x4% 4x4 6 2 1 ila w z:-7 {z '_' 11 10 22 23 9 8 5x5 II 3x4= 6x6 3x4 3x4= 5x5 II i 2-0-0 l 10-3-10 18.7.5 I 26-10-15 i 28-10-15 2-0-0 8-3-10 - 8-3-10 8-3-10 2-0-0 Plate Offsets(X,Y)__f7:Edge,0-6-61 _ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.22 9-10 >999 240 MT20 244/190 TCDL 7.0 I Lumber DOL 1.25 BC 0.83 I Vert(TL) -0.40 9-10 >868 180 BCLL 0.0 * Rep Stress Inch YES WB 0.42 Horz(TL) 0.05 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:165 lb FT=20% LUMBER- BRACING- ' TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-9 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-11-9 oc bracing. WEBS 2x4 SP No.21 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-1-13,Right 2x4 SP No.2 2-1-13 ' be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=1070/0-5-8,7=1070/0-5-8 Max Horz1=-217(LC 10) Max Uplift/=-384(LC 12),7=-384(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-507/248,2-3=-2203/894,3-20=-1602/689,4-20=-1577/702,4-21=-1577/702, 5-21=-1602/689,5-6=-2203/894,6-7=-507/248 BOT CHORD 1-11=-691/1955,10-11=-471/1499,10-22=-208/981,22-23=-208/981,9-23=-208/981, 8-9=-467/1386,7-8=-694/1873 WEBS 4-9=-275/735,5-9=-513/325,6-8=-338/249,4-10=-275/735,3-10=-513/325, 2-11=-338/249,3-11=-248/610,5-8=-248/610 NOTES- 1)2)Wind:ASCEanced roof live 7-10;VuRat30mph(3 second gushave been t)Vasd for =10 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45fh L=29ft;eave=4ft;Cat.II; `,��s design. .10111111.1.��"O,A•//,,, Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,interior(1)2-0-0 to 14-5-8,Exterior(2)14-5-8 to .V \\: FC 1j, 17-5-8,Interior(1)26-10-15 to 28-10-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and Q`Z` .••.,C E N g'•••'4 ,, forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 •• 'V •'• �i 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. , No 5812. • 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 wilt *:: : fit between the bottom chord and any other members,with BCDL=10.Opsf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=381 • • 7=384. a 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. Va... /�`a •; 4j1. Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 pa 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE 118-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MIlekw connectors.gds design a based only upon parameters shown,and Is for an Individual betdlrsg canponent,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall txlding design. eack g Indicated Is to prevent txsckting or individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always requked to stability and to prevent collapse with postale personal injury and properly damage. For general guidance regadkng the fabrication.storage.delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria,DSB-89 and SCSI BuNdhng Component 6904 Parke East Blvd. Safety Informoton available from buss Plate Institute,218 N.lee Street,Salle 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type I Qty Ply Riverside Homes/Bankston Res/JK T8469996 J160217 L06 Rod Special I 1 1 1 1 r I Job Reference Optional) Manning Building Supplies, Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Apr 2012:08:43 2016 Page 1 I D:Et0?902t3mBsJiY_bfhnllzRmPt-KOtcFIYIXHCJYBG198u1gJsErlpCEtf 5pjXckl zOrHo 28-10-15 { 2-0-0 1 8-2-12 I 14-5-8 { 20-8-3 { 26-7-7 2s a)15 2-0-0 6.2.12 6-2-12 6-2-12 5-11-4 0-'318 2-0.0 Scale=1:57.8 5x5= 4 7.00 r12 20 21 4x4 i 4x4 Q 3 5 h 4.00'',12 4x44x4 6 2 i7 SI •= 10 22 23 9 11 8 5x5 I I 3x4= 6x6= 3x4= 3x4= 5x5 II 1 2-0-0 . 10-3-10 18-7-5 1 26-7-7 128.10.15 1 2-0-0 —8-3-10 8-3-10 8-0-2 2-3-8 Plate Offsets(X,Y)— (7:Edge,O-6.61 LOADING(psi) SPACING- 2-0-0 I CSI. � DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 1 TC 0.61 I Vert(LL) -0.22 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -0.40 9-10 >868 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.42 Horz(TL) 0.05 7 n/a n/a BCDL 10.0 Code FBC2014TFPI2007 (Matrix-M) Weight:165 lb FT=20% LUMBER- BRACING- ` TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-9 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-11-9 oc bracing. • WEBS 2x4 SP No.2 r MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-1-13,Right 2x4 SP No.2 2-1-13I be installed during truss erection,in accordance with Stabilizer • L Installation guide. - 1 REACTIONS. (lb/size) 1=1070/0-5-8,7=1070/0-5-8 Max Horz 1=-217(LC 10) Max Uplift/=-384(LC 12),7.384(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-507/248,2-3=-2203/894,3-20=-1602/689,4-20=-1577/702,4-21=-1577/702, 5-21=-1602/689,5-6=-2203/894,6-7=-507/248 • BOT CHORD 1-11=-691/1955,10-11=-471/1499,10-22=-208/981,22-23=-208/981,9-23=-208/981, 8-9=-467/1386,7-8=-694/1873 WEBS 5-9=-513/325,4-9=-275/735,4-10=-275/735,3.10=-513/325,2-11=-338/249, 3-11=248/610,5-8=-248/610,6-8=-338/249 NOTES- 1)Unbalanced roof live loads have been considered for this design. `.1%1111111/1/1 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=lOtmph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=29ft;eave=oft Cat.II; `,%%'P J, 0'R //lei Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 14-5-8,Exterior(2)14-5-8 to ; • s- ‘V, G•E N.•Fk.y_. 0. 17-5-8,Interior(1)26-10-15 to 28-10-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and 5+•.•• �. forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. No 5812 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 wi(� *:• fit between the bottom chord and any other members,with BCDL=10.Opsf. • 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=38m • d • 7=384. 'fl a 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. O�• • �LU i • i �I s „ ice: V••• \ �• ,'VI1�I I IIAt \,0% Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 0 WARNING-Verify design paranwters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 raw.10N3,2015 BEFORE USE. Design valid for use only with Mitek®connectors.Ms design Is based only upon parameters shown.and Is for an individual building cornponerrl,rrot a truss system.Before use,the building designer must verity the<.y)pllcablity of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling or individual tads web and/or chord members only. Additional temporary and lxxmanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPI I Qualify Criteria,058-69 and BCSI Building Component 6904 Parke East Blvd. Safely Information avallab7e from truss Plate Institute,218 N.Lee Street,Stile 312.Alexandria.VA 71314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Bankston Res/JK 784699971 J160217 L07 Roof Special 2 1 e `_ Job Reference(optional) —Manning Bulking Supplies, Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Wed Apr 20 12:08:44 2016 Page 1 ID:EtO?902t3mBsJiY_bfhnlIzRmPt-oCR_T5ZNIaKA9LrUjsP_NXOPbi9RzKvF 1 NG9GUzOrHn 2e-10-15 , 2-0-0 I 8-2-12 1 14-5-8 I 20-8-3 26-7-7 26-1005 I 2-0-0 62.12 6-2-12 6-2-12 5-11-4 0- 2-0-0 Scale=1:57.8 5x5= 4 el 7.00112 21 4x4 i 4x4 3 5 \/ / - 4.001-1-2- 4x4 .00 124x4 4x4 I 2 6 ' � AI ' �f N d 11 10 22 23 9 8 5x5 11 3x4= 6x6 3x4= 3x4= 5x5 11 28-10-15 I 2-0-0 1 10-3-10 18-7-6 I 26-7-7 26-10.15 I 8-3.10 8-3-10 8-0-2 0-'34 2-0-0 Plate Offsets(X,Y)-- [7:Edge,0-6-6) _ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.22 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -0.40 9-10 >868 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.42 Horz(TL) 0.05 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:165 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-9 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-11-9 oc bracing. WEBS 2x4 SP No.2MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-1-13,Right 2x4 SP No.2 2-1-13 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=1070/Mechanical,7=1070/Mechanical Max Horz 1—217(LC 10) Max Uplift/=384(LC 12),7=-384(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-507/248,2-3=-2203/894,3-20=-1602/689,4-20=-1577/702,4-21=-1577/702, 5-21=-1602/689,5-6=-2203/894,6-7=-507/248 BOT CHORD 1-11=-691/1955,10-11=-471/1499,10-22=-208/981,22-23=-208/981,9-23=-208/981, 8-9=-467/1386,7-8=-694/1873 WEBS 5-9=-513/325,4-9=-275/735,3-10=-513/325,4-10=-275/735,2-11=-338/249, 3-11=-248/610,5.8=-248/610,6-8=-338/249 NOTES- 1)Unbalanced roof live loads have been considered for this design. `.111111111I11� 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psh h=25ft;B=45ft;L=29th eave=oft Cat.II; ,`�� P J. O'/� 'i,, Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 14-5-8,Exterior(2)14-5-8 to `� \�,\•••. FC •j 17-5-8,Interior(1)26-10-15 to 28-10-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and%% NO••••G E N S'••.4•- forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 . F • i 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. , No 581 2. 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 wit. * • * ► fit between the bottom chord and any other members,with BCDL=10.0psf. 5)Refer to girder(s)for truss to truss connections. = / • 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(it=1b)1=38t"O: a 7=384. i /� A ' IQ. 7)"Semi-rigid pitchbreaks with fixed heels'Member end fixity model was used in the analysis and design of this truss. .Q 40 iiiIIIIIIII Philips!.O'Regan PE No.58126 M(Tek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10/03/2015 BEFORE USE Design valid for use only with teilelsta connectors.nes design Is based only upon paxanefers shown.and is for an In,flvkhell building component.not s a truss system.Before use,the brkJ g designer must verily the applicability of design parameters and properly incorporate this design Into the overall bolding design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additk,nol to mporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication,storage,delivery,erection and tracing of trusses and truss systems.seeANSt/TPI I Quality Criteria,DSB-89 and SCSI Building Component Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss I Truss Type I Qty I Ply Riverside Homes/Bankston Res/JK 18469998 J160217 L08 I Roof Special 1 1 • I _ I— Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 Mask Industries.Inc. Wed Apr 20 12:08:45 2016 Page 1 I D:Et0?902t3mBsJiY_bfhnllzRmPt-GO?MgRZ?3uSOnVQgHZW DWlaYr6VliodOG 10iowzOrHm 28-10-16 2-07 13.2.14 14-SB 16-6-1 20-8-3 26-7.7 26.10115 1 201 1 11-2-13 11-2-to 1.2 to j 6-0-2 1 6-11.4 &3 a 200 Scale=1:60.2 4x7- 3x5\\ 3,5// 4x7.� 4 5 6 7 •- ai t. � 7.00 12 2324 4x4 i 4x4 pt3 8 \ r.`n n h 4.00112 rt 4x4% 4x4 9 2 y,{ 1.000kri :111146*. 14N j }( ill __. - e= [ -•I lli IOD 14 13 25 26 12 11 6x6= 3x4= 3x4= 5x5 II 5x5 I I 3x4= 28-10-15 2-0-0 241 10-3-10 13-2-14 168.1 18-7b 28.7.7 26-10 15 1 200 041 -- B-3 9 i______123: 14 2.11-4 I I 2.11-4 I 802 - 013.6 200 1 Plate Offsets(X,Y)- 14:0-3-8,0-0.01,17:0-3-8,0-0-01,[9:0-0.0,0-0-11,110:Edge,0-6-61 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.24 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.45 12-13 >771 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.33 Horz(TL) 0.05 10 Na n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:162 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 2-9-14 oc purlins. 4-7:2x4 SP No.1 D BOT CHORD Rigid ceiling directly applied or 6-9-10 oc bracing. • BOT CHORD 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing •• WEBS 2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer SLIDER Left 2x4 SP No.2 2-1-14,Right 2x4 SP No.2 2-1-13 Installation guide. REACTIONS. (lb/size) 1=1070/Mechanical,10=1070/Mechanical Max Horz 1=197(LC 11) Max Upliftl=-384(LC 12),10=-384(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-488/244,2-3=-2187/934,3-23=-1524/694,4-23=-1491/714,4-5=-1353/668, 5-6=-1050/554,6-7=-1353/668,7-24=-1491/714,8-24=-1524/694,8-9=-2188/934, 9-10=-493/246 BOT CHORD 1-14=-724/1959,13-14=-492/1479,13-25=-247/989,25-26=-247/989,12-26=-247/989, 11-12=-488/1373,10-11=-728/1886 WEBS 8-12=-465/302,3-13=-465/302,8-11=-269/644,9-11=-358/265,5-13=-254/698, 6-12=-254/698,2-14=-358/265,3-14=-269/643 `0111111///1, NOTES- ,Ot Q J. 0'/� iii, 1)Unbalanced roof live loads have been considered for this design. \ F 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=29ft;eave=oft;Cat.II; %.;-,,Z.\\1.,••••••*•••e G ♦♦ GENS•• 9 Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.0-0 to 2-0-1,Interior(1)2-0-1 to 13-2-14,Exterior(2)13-2-14 to ,� Q_.• \,\ F•'�� ♦ 15-8-1,Interior(1)18-8-1 to 26-10-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and • forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60N O 5812• • 1. 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. i • 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 we-0; • l fit between the bottom chord and any other members,with BCDL=10.Opsi. :• / ((/ 6)Refer to girder(s)for truss to truss connections. ♦ 1� 1;'#4 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)1=384,0♦ -....$11:. . �. 10=384. ♦ I e ! 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. ♦j♦ S/ / • A �� ,//z/hl i it 11th`` Philip J.O'Regan PE No.58126 MRek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016-- !r 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MJTEK REFERANCE PAGE MU-7473 rev.IW3/20l6 BEFORE USE. Design valid for use only with MllekS connectors.this design is based only upon rnrarneters shown.and Is for an individual building component,not a truss system.Before use,the bulking designer must verify the applicablity of design parameters and properly incorporate this design Into the overall building design. Racing Inn dk:ated Is 10 prevent bucking of IndMdud truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always req uked for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the tab rlcatk>n,storage.delivery-erection and bracing of trusses and truss systems.seeANSI/IP11 Quality Criteria,058-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute.218 N.lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 'Job Truss Truss Type Qty Ply 1 Riverside Homes/Bankston Res/JK T8469999 J160217 L09 Roof Special 1 1 1 + ' 1 , I 1Job Reference(options)_ Manning Budding Supplies, Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc.Wed Apr 20 12:08:46 2016 Page 1 I D:EtO?902t3mBsJiY_bfhnl IzRmPt-kbZkunadgCatPf_tgGRSSyUp?W ogRGLXVhIGKMzOrHI 2-0-1 I 6-7-7 _ 11-2-14 I 14-5-8 I 17-8-1 I 22-3-8 26-10-15 I 28-10-15 2-0-1 4-7-7 4-7-7 3-2-10 3-2-10 4-7-7 4-7-7 2-0-0 Scale=1:52.3 4x4= 3x4= 4x4= 4 23 5 24 6 ri 7.00 i 22 25 4x4 i 4x4 3 7 ON • 4.00 12 it, 4X4 8 4x4� i 'V 2 4. N _ 9 IN1 26 27 13 12 11 10 3x8 I i 3x4= 5x8= 3x8= 3x4= 31•8 II I 2-0-1 I 11-2-14 17-8-1 I 26-10-15 128.10.15 2-0-1 9-2-13 6-5-3 9-2-14 2-0-0 Plate Offsets(X,Y)-- [1:0-3-8,Edge],[7:0-0-0,0.0.0),[8:0-0-0,0-0-1],[9:0-3-8,Edp],112:0-4-0,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.19 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.53 10-11 >653 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.30 Horz(TL) 0.06 9 n/a rVa BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:173 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-9 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-10-7 oc bracing. WEBS 2x4 SP No.2 I MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-1-14,Right 2x4 SP No.2 2-1-13 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=1070/Mechanical,9=1070/Mechanical Max Horz 1=164(LC 11) Max Uplift/=-384(LC 12),9=-384(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-489/291,2-3=-2182/893,3-22=-1409/640,4-22=-1335/658,4-23=-1158/617, 5-23=-1158/617,5-24=-1159/617,6-24=-1159/617,6-25=-1333/657,7-25=-1406/639, 7-8=-2185/893,8-9=-493/293 BOT CHORD 1-13=-705/1903,12-13=-572/1483,12-26=-385/1199,26-27_385/1199,11-27=-385/1199, 10-11=-568/1458,9-10=-708/1890 WEBS 3.12=-466/273,4-12=-187/478,6-11=-187/477,7-11=-467/274,3-13=-157/613, 7-10=-157/617 NOTES- 1... %sign. 2)Wind1) :ASCE anced roof live 7-10;Vult=d3Omph(3-second ve been gered for Vasd=101s emph;TCDL=4.2psh BCDL=3.Opsf;h=25ft;B=45ft;L=29It;eave=oft;Cat.II; ♦♦♦♦,\I . . ..n 0 gust) ♦�' .' GEN •.•.''14 Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.0-0 to 2-0-1,Interior(1)2-0-1 to 11-2-14,Exterior(2)11-2-14 to 20-8-1,Interior(1)20-8-1 to 26.10-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and Q ••"V� SF".• �� forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 : N O 581 2 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 wrt : / • tit between the bottom chord and any other members,with BCDL=10.0psf. 7.'fl. r • 6)Refer to girder(s)for truss to truss connections. i /'�' 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=3841,Q 4 9=384. iO '' �/ O V^."\��♦ 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. • .o . / C?♦♦- Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MWTEK REFERANCE PAGE M11.7473 rev.10309/2015 BEFORE USE. Mg Design valid for use only with Milek8i connectors.this design k based only upon parameters shown,and Is for an indivkirmi holding component.not a truss system.Before use,the busing designer must verify the applicability of design parameters and properly Incorporate this design kilo the overall building design. t5ucIng indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always regtired for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,SeeANsl/1PI1 Quilty Cdteda,DSB-89 and acsi Building Component 6904 Parke East Blvd. Sanely Information available from truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 72314. Tampa.FL 33610 IJob Truss truss Type Qty Ply Riverside Homes/Bankston Res 1 JK 76470000 1J160217 L10 Rod Special 1 1 • Job Reference(optional_ Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Wed Apr 20 12:08:47 2016 Page 1 ID:EtO?90213mBsJiY_bfhnllzRmPt-Dn7756bFbVikOpZ3O_yh?90r7WBzAeW hjLVptozOrHk I 2-0-1 I 9-2-14 I 12-11-14 114-5.8} 16-8-13 118-2-7 119.4.2[ 26-10-15 28-10-15 { 2-0-1 7-2-13 3-9-0 1-6-10 2-3-6 1-5-10 1-1-11 7-6-13 2-0-0 Scale=1:53.3 3x4= 5x5= 4x4 i 6 5x5 3 3x4= i , 7.00 12 • I 23 \\5 24 25 22 I, 4.00 12 n I 4 4x10• i 4x10 J' 2 8 V. N �..� 9 �� 13 12 26 27 11 10 3x8 II 1.5x4 I, 5x10= 4x10= 1.5x4 II 3x8 II l 2-0-1 j 9-2-14 16-8-13 l 18-2-7 X19-4-2, 26-10-15 , 28.10.15 I 2-0-1 7-2-13 7-5-15 1-5-10 '1-1-11' 7.6.13 2-0-0 Plate Offsets(X,Y)-- 11:0-3-8,Edgel,(3:0-2-8,0-2-11,[6:0-2-0,Edge],X9:0-3-8,Edgel,[12:0-4-12,0-3-1_ LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (lac) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.19 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.49 11-12 >710 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.62 Horz(TL) 0.06 9 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 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 D BOT CHORD Rigid ceiling directly applied or 7-4-5 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing 1 SLIDER Left 2x4 SP No.2 2-1-14,Right 2x4 SP No.2 2-1-13 be installed during truss erection,in accordance with Stabilizer Installation guide. l REACTIONS. (lb/size) 1=1070/Mechanical,9=1070/Mechanical Max Horz 1=154(LC 11) Max Upliftl=384(LC 12),9.384(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-489/201,2-22=-1623/658,3-22=-1508/673,3-23=-1317/655,4-23=-1317/655, 4-24=-1343/675,5-24=-1343/675,5-7=-1467/794,7-25=-1451/670,8-25=-1632/653, 8-9=-515/218 BOT CHORD 1-13=-811/1915,12-13=-798/1904,12-26=-524/1450,26-27=-524/1450,11-27=-524/1450, 10-11=-760/1889,9-10=-773/1892 WEBS 2-12=-673/362,3-12=-90/485,7-11=-70/481,4-11=-311/128,8-11=-624/322 NOTES- 1)Unbalanced roof live loads have been considered for this design. `,�11111111111�� 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft B=45fh L=29ft;eave=oft;Cat.II; `,10 Q �, O�N tie Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 2-0-1,Interior(1)2-0-1 to 9-2-14,Exterior(2)9.2-14 to `� \\) F(� •j� 12-2-14,Interior(1)16-9-5 to 28-10-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and`�•Q`r.••\G E N S•• •-1, # forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �' •••li . i 3)Provide adequate drainage to prevent water ponding. No 5812 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 wt *: * tit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Refer to girder(s)for truss to truss connections. :-O: l 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=384; / �`� - ;�IU 9=384. i 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. �ie •• ��/ Q Q:••Z t �� 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. s • /•••. `', ,,,,,511 1111 t \,,,,` Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 0 WARNNVG-Verify design paramotors and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITekv connectors.1Ns design Is bused only upon parameters shown,and is for an individual balding component.not . a tires system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design- Bracing Indicated bs to prevent buckling of kritvIduaal truss web and/or chord members only. Additional temporary and permanent bracing MiTek' B always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and tr ss systems,se0ANSVIPI I Quality Criteria,DSB-89 and SCSI Building Component i 6904 Parke East Bled. Safety Information available from less Plate Institute,218 N.lee Street.Suite 312,Nexandrla,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply ,Riverside Homes/Bankston Res/JK T8470001 J160217 111 Roof Special1 1 1 _ Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Wed Apr 20 12:08:47 2016 Page 1 ID:Et0?902t3mBsJiY_bfhnllzRmPt-Dn7756bFbVik0pZ3O_yh?90vW WBNAkehjLVptozOrHk I 2-0-1 i 7-2-14 l 14-5.8 + 18-2-7 I 21-4-2 26-10-15 l 28-10-15 l 2-0-1 5-2-13 7-2-10 3-9-0 3-1-11 5-6-13 2-0-0 Scale=1:53.3 4x4= 7 3x4 4x10= 4x4-i 5x8// 7.0012 3 28 6 41111 g= 26 27 `� 1.5x4 II • y 4.00112 • 4x10 25 4x10 r `2 s a Oi v. C. 16 15 14 13 12 11 3x8 II 1.5x4 l! 4x4= 3x4= 5x5= 4x4= 1.5x4 II 3x8 II I 2.0.1 7-2-14 10-3-11 14-8-13 1 18-7-5 I 21-4-2 26-10-15 128-10-15 l 2.0.1 5-2-13 3-0.13 4-5-3 3-10-7 2-8-13 5-6.13 _ 2-0-0 Plate Offsets(X,Y)-- [t:0-3-8,Edge],[3:0-7-8,0-2-0],[10:0-3-8 Edg_ej,[13:0-2-8,0-3-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.15 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.43 13-14 >801 180 BCLL 0.0 ' Rep Stress Ind YES WB 0.23 Horz(TL) 0.08 10 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:170 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-12 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-8-2 oc bracing. WEBS 2x4 SP No.2 JOINTS 1 Brace at Jt(s):6 SLIDER Left 2x4 SP No.2 2-1-14,Right 2x4 SP No.2 2-1-13 1 MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=1070/Mechanical,10=1070/Mechanical Max Horz 1=154(LC 11) Max Upliftl=-384(LC 12),10=-384(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-543/257,2-25=-1704/728,3-25=-1656/740,3-26=-1681/766,26-27=-1681/766, 4-27=-1681/766,4-5=-1693/769,5-6=-1614/764,6-8=-1614/764,8-9=-1759/733, 9-10=-540/251 BOT CHORD 1-16=-762/1834,15-16=-750/1831,14-15=-542/1434,13-14.-737/1888,12-13=-541/1479, 11-12=-731/1841,10-11=-742/1844 WEBS 2-15=-469/222,9-12=-401/197,3-14=-115/417,4-14=-293/195,4-13=-371/197, 8-13=-113/472 ,�os11111//j. NOTES- s" ? J. 0'R ,1, 1)Unbalanced root live loads have been considered for this design. �s \%> FG Ii 2)Wind:ASCE 7-10;Vult=13Omph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=2511;6=45ft;L=29ft;eave=oft;Cat.II;% ,rz .•• c,E N 5".;9j_,°O Exp C;End.,GCpi.0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 2-0-1,Interior(1)2.0-1 to 7-2-14,Exterior(2)7-2-14 to 10-2-14,Interior(1)14-9-5 to 28-10-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members anal No 5812 % 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-"0: • • fit between the bottom chord and any other members. �� e4,7 / 4 ' �/ 6)Refer to girder(s)for truss to truss connections. i 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1i except(jt.lb)1=384, I ,. / 10 Q:.. 10=384. •_ S •/•.• `c$ 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. II tS� . \ �� 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. IIIIIIII I IA1111��,,, Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 t __ Ad vly n parar».tan and READ NOTES ON THIS AND INCLUDED REFERANCE PAGE Ma-747?rev.10/03/2015 BEFORE USE. �� WARNMG-Verity Design vaild for use only with Madre connectors.This design Is based only upon Ixxarnolers shown.and is for an IndMdual bu ldIng cornrxxrent,not a truss system.Before use,the!wilding designer must verity the applicability of design parameters and properly Incorporate this design into Bre overdl building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional letnporary and permanent bracing MiTek. Is always required for stabllly and to prevent collapse with possible personal Injury and property damage. For general guidance regardhtg the fabrication,storage,delivery,erection and bracing of trusses Grid truss systems.seeANSI/1Pl1 Qualify Criteria,DS8-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from buss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job I truss 1 fruss Type I Qty Ply Riverside Homes/Bankston Res/JK 184700021 J160217 L12 Root Special Girder 1 1 • Job Referenceoptional) i Manning Budding Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Apr 20 12:08:49 2016 Page 1 ID:EtO?902t3mBsJiY_bthnl IzRmPt-9AEtWocV77zSG6jSW P?94a6E?jp8eUb_Bf_wddtzOrHi F 2-0-1 5-2-14 , 7-5-3 , 12-8-13 I 18-2-7 1 22.6.11 26-10-15 128.10-15 2-0-1 3-2-13 ' 2-2-5 ' 5-3-10 5-5.10 4-4.4 4-4-4 2-0-0 Scale=1:65.9 4x4 II 6 NAILED 558 M18SH5= 7.001-12 4x7= 4x4 Special 3x4= 7 4.00!12 3 4 ,� d ------4.11#/a44•24.4 5x5 C r7 6x8 2 8 01 - .� I DGfllk �" •%�� :•b1 c 26 15 14 25 13 12 11 10 6x12= 6x6= 8x8= 10x10 MT2OHS= 4x10= 3x4= 5x5 II 3x6 II NAILED HTU28 NAILED NAILED 2-0-1 5-2-14 , 7-5-3 12.8.1318.2.7 I 26-10-15 ,28-10-15 2-0-1 3-2-13 ' 2-2-5 _ 5.3.10 5-5-10 8-8-8 2-0-0 Plate Offsets(X,Y)-- 12:0-3-0,Edge],[3:0-5-4,0-1-121,[9:Edge,0-6-61,[13:0-3-8,0-5-81,114:0-3-0,0-3-121 LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 I Vert(LL) 0.29 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 i Vert(TL) -0.5911-12 >586 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.84 Horz(TL) 0.10 9 n/a ria Ml8SHS 244/190 BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:180 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-6 oc purlins. 3-5:2x4 SP No.1 D BOT CHORD Rigid ceiling directly applied or 4-8-7 oc bracing. BOT CHORD 2x4 SP No.1D'Except' WEBS T-Brace: 2x4 SP No.2-5-11 1-12:2x8 SP No.1 D Fasten(2X) T and I braces to narrow edge of web with 10d(0.131"x3') WEBS 2x4 SP No.2 nails,6in o.c.,with 3in minimum end distance. OTHERS 2x4 SP No.2 Brace must cover 90%of web length. SLIDER Left 2x4 SP No.2 1-6-8,Right 2x4 SP No.2 2-1-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer , Installation guide. I REACTIONS. (lb/size) 1=2665/Mechanical,9=1556/Mechanical Max Horz 1=-154(LC 23) Max Upliftl=1110(LC 8),9=-598(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2189/920,2-3=-5259/2229,3-24=-5674/2386,4-24=-5674/2386,4-5=-5193/2141, 5-6.2443/1006,6-7=-2438/1022,7-8=-3123/1208,8-9=-828/367 BOT CHORD 1-15=-1890/4535,15-25=-1884/4537,14-25=-1884/4537,14-26=-1867/4553, 13-26=-1867/4553,12-13=-2281/5677,11-12=-2030/5170,10-11=-875/2323, 9-10=-994/2713 ,01%11111/if WEBS 3.14=-303/867,5-12=-367/482,5-11=-3555/1526,6-11=-848/2117,7-11=-375/234, ,�� Q J, Q'A ll4p 7-10=-123/528,8-10=-300/203,4-13=-595/567,3-13=-676/1834,4-12=927/842 �` \ •,-� ••••..•F0 ,j �.`Q1`.• \GENS'• '9,L.� NOTES- •• V �•••• i 1)Unbalanced roof live loads have been considered for this design. N O 5812 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=4511;L=291t;eave=4ft;Cat.Xi Exp C;Encl.,GCp1=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1X0*:• * plate grip DOL=1.60 / • 3)Provide adequate drainage to prevent water ponding. ...:13. // a 4)All plates are MT20 plates unless otherwise indicated. i� •• 7 *4 ' : � 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 0 1// Q` �� 6)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will moi, � "•' \ fit between the bottom chord and any other members. 1s I �1��` 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=1110, 'i��;5,1 1 A; , 9=598. 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. Philip J.O'Regan PE No.58126 10)Use Simpson Strong-Tie HTU28(26-10d Girder,14-10dx1 1/2 Truss,Single Ply Girder)or equivalent at 7-5-3 from the left end to MITek USA,Inc.FL Cart 6634 connect truss(es)to back face of bottom chord. 6904 Parke East Blvd.Tampa FL 33610 11)Fill all nail holes where hanger is in contact with lumber. Date: 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. April 20,2016 Continued on page 2 , NI. o WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/73/2015 BEFORE USE Design valid for use only with MnekL connectors.this design is based only urxm parameters shown.and Is for an bdMdual iulding component,not a truss system.Before use, tie[wilding designer must verity the applicability of design peraneters and properly incorporate this design Into the overall binding design. Bracing In dIcatedi Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information avcilcale from truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Typej Qty Ply Riverside Homes/Bankston Res/JK T8470002 J160217 L12 Roof Special Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries,Inc.Wed Apr 20 12:08:49 2016 Page 2 I D:Et0?902t3mBsJiY_bthnllzRmPt-9AEtW ocV77zSG6jSW P?94a6E?JPBeUb_Bf_W1rhzOrHi NOTES- 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)302 lb down and 347 lb up at 5-2-14 on top chord. The design/selection of such connection device(s)is the responsibility of others. 14)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. h LOADCASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 15)Int a pp LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-3=-54,3-5=-54,5-6=-54,6-8=-54,8-9=-54,16-20=-20 Concentrated Loads(ib) Vert:3=-184(B)14=-179(B)13=-1428(B)24=-32(B)25=-177(B)26=-86(B) Q WARNING•Verity design parameters and READ NOTES ON THIS AND INCLUDED MIMIC REFERANCE PAGE M&7473 rev.10/0320/5 BEFORE USE. Design valid for use only with Mtteko£v connectors.This design is based only upon parameters shown,and Is for an individual holding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall holding design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• h always required for stablltty and to prevent collapse with possble personal hfrey and properly damage. For general guidance regarding the East Bbd. fabrication,storage,delivery.erection and bracing of trusses and truss6904 systems,seeANSt/WPI1 Aua Ity Criteria,058.89 and SCSI Building Component 6a Safety information avallabte from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandrkt.VA 22314. Tampa.Parke 33610 ,, runs russ ype • •y Riverside Homes/Bankston Res 1 JK 78470003 J160217 MO1 Rod Special Girder 1 Job Reference(options!) , Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MEek Industries,Inc. Wed Apr 20 12:08:51 2016 Page 1 ID:EtO?902t3mBsJiY_bthnllzRmPt-SYMdxUemekDAVQtgdq 1 d9?BcsXXA6W NHezT10azOrHg 2.0-0i 4-7-8 _ 8-0-0 I 11-2-12 I 14.5.8 I 17-10-0 i 20-5-8 I 22-5-8 i 2-0-0 2-7-8 3-4-8 3-2-12 3-2-12 3-4-8 2-7-8 2-0-0 Scale=1:41.0 5x8 M18SHS- NAILED NAILED NAILED NAILED 5x8 M18SHS= 7.0012 Special NAILED 1.5x4 II 3x8= 1.5x4 II NAILED Special 3 23 4 24 25 26 5 27 28 29 6 30 7 4.00 FIT Iln nn n 1 n nIl nn 10x10 MT20HS-i �� p` 10x10 MT20HS- 8 N 4411\1% 2 �,= w� aas� N� �� N 1 11 I l l I t I I I l �!!'.1 I 1 w I II I 1'i...._ r 1' i r..r., Z 31 16 32 3315 34 35 36 14 37 38 39 13 40 41 42 12 4344 1145 46 10 47 ea 6x8% HTU26 8x8= NAILED 4x10- HTU26 8x8_. HTU26 4x10= NAILED 8x8_ HTU28 6x8 ,---.- HTU26 NAILED HTU26 NAILED NAILED NAILED NAILED HTU26 NAILED NAILED NAILED HTU26 HTU26 NAILED HTU26 HTU26 2-0-0I 4-7.8 { 8-0-0 I 11-2-12 14-5-8 I 17-10-0 • 20-5-8 i 22-5-8 { 2-0-0 2-7-8 3.4.8 3-2-12 3-2-12 3-4-8 2-7-8 2-0-0 Plate Offsets(X,Y)-- 11:Edge,0-1-81,12:0-3-12,0-2-41,13:0-5-4,0-1-12],f7:0-5-4,0-1-121 18:0-3-12,0-2-4],[9:Edge,0-1-8),111:0-3-8,0-5-41,113:0.4.0,0-6-01,115:0-3-8,0-5-41 I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (toc) Vdetl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.25 13 >999 240 MT20 244/190 1 TCDL 7.0Lumber DOL 1.25 BC 0.89 Vert(TL) 0.51 12-13 >533 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.38 Horz(TL) 0.06 9 Na Na M18SHS 244/190 BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:452 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-3 oc purlins. BOT CHORD 2x8 SP No.1 D BOT CHORD Rigid ceiling directly applied or 5-11-8 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 1=7610/0-5-8,9=7714/0-5-8 Max Horz 1=54(LC 7) Max Upliftl=-3036(LC 8),9=-3261(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-12233/4897,2-3=-14064/5700,3-23.16307/6645,4-23=-16307/6645, 4-24=-16307/6645,24-25=-16307/6645,25-26=-16307/6645,5-26=-16307/6645, 5-27=-16978/7008,27-28=-16978/7008,28-29=-16978/7008,6-29=-16978/7008, 6-30=-16978/7008,7-30=-16978/7008,7-8=-14730/6183,8-9=-13013/5549 BOT CHORD 1-31=-4594/11510,16-31=-4594/11510,16-32=-4796/11987,32-33=-4796/11987, 15-33=-4796/11987,15-34=-4960/12365,34-35=-4960/12365,35-36=-4960/12365, 14-36=-4960/12365,14-37=-7619/18747,37-38=-7619/18747,38-39=-7619/18747, 13-39=-7619/18747,13-40=-7619/18747,40-41=-7619/18747,41-42=-7619/18747, 12-42=-7619/18747,12-43=-5406/12959,43-44=-5406/12959,11-44=-5406/12959, 11-45=-5398/12713,45-46=5398/12713,10-46=-5398/12713,10-47=-5204/12237, 011111111 9-47=-5204/12237 WEBS 2-16=-3111/1315,3-15=-1435/3818,3-14=-2016/4913,5.14=-3085/1327, ��,,> ' ',RF,'1,i • 5-13=-1118/2942,5-12=-2239/871,7-12=-1924/5008,7-11=-1728/4087,8-10=-3105/1262 �` `. •\.......s••C °0 • `Z`.• GEN 9 1)NOTES-runs to be connected together with 10d(0.131"x3")nails as follows: N O 581 2 • Top chords connected as follows:2x4-1 row at 0-7-0 oc. : *: :* Bottom chords connected as follows:2x8-2 rows staggered at 0-4-0 oc. /: Webs connected as follows:2x4-1 row at 1-0-0 oc. �,/-O: a S(.13 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 .13;• 0 / (V connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. ° 11/ e 3)Unbalanced roof live loads have been considered for this design. .• •. P'.• . • 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psh BCDL=3.Opsf;h=25ft;B=45f1;L=24ft;eave=4f1;Cat.II; 0j .'/•..••art. •� Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 l ss, / Gv •••• plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. ,,��"/111111111/ 6)All plates are MT20 plates unless otherwise indicated. Philip J.O'Regan PE No.58126 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. MEM USA,Inc.FL Cert 6634 8)'This truss has been designed for a live load of 20.Opsi on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 6904 Parke East Blvd.Tampa FL 33610 fit between the bottom chord and any other members. Date: 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=Ib)1=3036, April 20,2016 Corit1t1RWon page 2 lit 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-7473 rev.10/03/2016 BEFORE USE. I Design valid for use only vAth MilekS)conneckrs.this design Is bused only upon parameters shown.and Is for an Individual tuNUiric component,riot a truss system.Before use,the bulking designer must verify the applicability 01 design porarnelors and properly Incortxxate this design into the overall building design. BracIng Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent nent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regardng the latxk;afkxl,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/!PI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. • Safety Information available from tries Plate Institute,218 N.lee Street.Salle 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Bankston Res/JK T8470003 J160217 MO1 Roof Special Girder t 3 Job Reference(optional) O Manning Building Supplies. Jacksonville.Ft. 7.640 s Sep 29 2015 MiTek Industries.Inc.Wed Apr 20 12:08:52 2016 Page 2 ID:Et ?902t3m BsJ iY_bf hnl lzRm Pt-ZIw08gfOP2L 17aSOBXYs i D kmcxs PrycOtdCaYOzO rHf NOTES- 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 11)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 1-3-6 from the left end to 17-5-11 to connect truss(es)to back face of bottom chord. 12)Use Simpson Strong-Tie HTU28(26-10d Girder,14-10dx1 1/2 Truss,Single Ply Girder)or equivalent at 19-5-11 from the left end to connect truss(es)to back face of bottom chord. 13)Fill all nail holes where hanger is in contact with lumber. 14)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 15)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)236 lb down and 273 lb up at 4-7-8,and 236 lb down and 273 lb up at 17-10-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S)Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pif) Vert:1-2=-54,2-3=-54,3-7=-54,7-8=-54,8-9=-54,17-20=-20 Concentrated Loads(Ib) Vert:3=-106(F)7=-106(F)15=-172(F)13=-1050(B)12=-772(8)11=-944(F=-172,B=-772)23=-15(F)24=-15(F)26=-15(F)27=-15(F)29=-15(F)30=-15(F)31=-1050(B) 32=-1050(B)33=-88(F)34=-1050(8)35=-80(F)36=-1050(8)37=-80(F)38=-1050(B)39=-80(F)40=-80(F)41=-1536(B)42=-80(F)43=-772(8)44=-80(F)45=-88(F) 46=-2069(8)47=-139(B) 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/032015 BEFORE USE. Design valid for use only with Mllekh connectors.this design is based only upon parameters shown.and Is tor an individual building cornr,onent.not a truss system.Before.use,the building designer must verify the applicability of design parameters and properly hcorporate this design Into the overall txaiAng design. Bracing indicatedis to prevent truckling of lrxiMdual truss web and/or chord members only. Additional temporary and permanent tracktg M ile k' Is always required for stability and to prevent collapse with possible personal injury and properly damage. for general guidance regarding the fabrication,storage.delivery,erection and tracing of trusses ond truss systems.SeeANSI/TPI1 Quality Criteria.DSB-89 and BCSI Bulking Component I 6904 Parke East Blvd, Tampa.FL 33610 Soley Information available from Tuns Plate Institute.218 N.lee Street,Suite 312.Alexandria,VA 22314. � _ � 1 Job Truss Truss Type I Qty Ply Riverside Homes/Bankston Res/JK T8470004 ,J160217 NO1 Roof Special Girder I 1 1 L____.___ • _ _ Job Reference(optional) Manning Building Supplies, Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Apr 20 12:08:53 2016 Page 1 ID:EtO?902t3mBsJiY_bfhnllzRmPt-1 xUOMAgOALTukk1 DIF35EQGujKCLaRsZ6Gy84SzOrHe I 2-0-0 I — 6-6-10 I 10-8.8 -- I — 14-10-6 19-5-0 —-. , 21-5-0 2-0-0 4-6-10 4-1-14 4-1-14 4-6-10 I 2-0-0 Scale=1:38.3 4x10= NAILED Special SpecialNAILED 1.5x4 II NAILED 4x10= 7.00 12 3 2122 4 2324 5 an gi.in nn MI 4.00 12 5x10. phillibb.. 0 6 5x10 4 0 2 o 1 y 7 a i� 4 ' �a' Si I1 r 11 9 Io kr OM 12 1125 10 26 9 27 8 6x6 I 1.5x4 I 6x6= NAILED 3x8= NAILED 6x6= 1.5x4 II 6x6 I Special NAILED Special Special Special 1 2-0-0 I 6-6-10 1088 I 14-10-6 19-5-0 21-5-0 2-0-0 4-6-10 I 4-1-14 4-1-14 4-6-10 2-0-0 Plate Offsets(X,Y)-- (3:0-7.8,0-2-01,15:0-7-8,0-2-0],17:Edge,0.6-61 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.17 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.31 10-11 >834 180 BCLL 0.0 * Rep Stress Incr NO WB 0.25 Horz(TL) 0.09 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:120 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-3 oc purlins. BOT CHORD 2x4 SP No.1 D BOT CHORD Rigid ceiling directly applied or 4-10-14 oc bracing. WEBS 2x4 SP No.2 I MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-1-13,Right 2x4 SP No.2 2-1-13 be installed during truss erection,in accordance with Stabilizer Installation guide. I REACTIONS. (lb/size) 1=2089/0-5-8,7=2089/Mechanical Max Horz 1=-86(LC 6) Max Uplift1=-1022(LC 8),7=-1022(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1174/577,2-3=-3819/1939,3-21=-3611/1898,21-22=-3611/1898,4-22=-3611/1898, 4-23=-3611/1898,23-24=-3611/1898,5-24=-3611/1898,5-6=-3790/1928,6-7=-1157/570 BOT CHORD 1-12=-1774/3602,11-12=-1753/3574,11-25=-1593/3258,10-25.1593/3258, 10-26=-1592/3276,9-26=-1592/3276,9-27.1763/3599,8-27=-1763/3599, 7-8.1782/3621 WEBS 2-11=-353/195,3-11=-418/1101,3-10=-278/524,4-10=-388/329,5-10=-269/500, 5-9=-419/1103,6-9=-378/192 NOTES- `,111111111/�� 1)Unbalanced roof live loads have been considered for this design. ,s0, Q J. 0'R ',/, 2)Wind:ASCE 7.10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=2511;B=45ft;L=2411;eave=411;Cat.II; `• \\; • FC 0j Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60,.;Q`2•`.••�t✓E N S 7. ,� • plate grip DOL=1.60 • .; �' • i 3)Provide adequate drainage to prevent water ponding. No 5812. 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 4 *: * fit between the bottom chord and any other members. — — 6)Refer to girder(s)for truss to truss connections. 7..."O • a r. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=1022,53• -, •��: 7=1022. • 0 • �� 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. �• ,/ o P:• `�� • 9)"NAILED"indicates 3-10d(0.148"x3')or 3-121(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. • 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)345 lb down and 376 lb up at e'ss/ '...•• •••��N, 6-6-10,and 345 lb down and 376 lb up at 14-10-6 on top chord,and 358 lb down and 183 lb up at 6-4-8,474 lb down and 218 lb up at '/I z�1 j 11 r•-- .111 6.8-12,and 474 lb down and 218 lb up at 14-8-4,and 358 lb down and 183 lb up at 15-0-8 on bottom chord. The design/selection o1 such connection device(s)is the responsibility of others. Philip J.O'Regan PE No.58126 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 LOAD CASE(S) Standard Date: April 20,2016 Continued on page 2 _ 1 0 WARNING•Verity design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE ABI-7473 rev.1883/2015 BEFORE USE. 1, , Design weldfor use only with MIleke connectors.this design Is based only upon parameters shown.and Is for an Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate tints design Into the overall biding design. Bracing Indicated Is to prevent buckling or Individual truss web and/or chord members only. Additional temporary and permanent bracing IMiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Bbd. kn *xicatto,storage.delivery,erection and bracing of trusses and tr ss systems.seeANSI/TPt1 Quality Catena,DS8-89 and SCSI Building Component Safety Information available tram puss Plate Institute,218 N.lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 rUSS MSS ype aty Riverside Homes/Bankston Res/JK 784700041 J160217 NO1 Roof Special Girder 1 1 Job Reference(optional) Manning Building Supplies. Jacksonville,FL 7.640 s Sep 29 2015 MTek Industries.Inc. Wed Apr 20 12:08:53 2016 Page 2 ID:EtO?902t3mBsJiY_blhnllzRmPt-1 xUOMAgOALTukk1 DIF35EOGujKCLaRSZ6Gy84SzOrHe LOAD CASE(S)Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-3=-54,3-5=-54,5-6=-54,6-7=-54,13.17=-20 Concentrated Loads(Ib) Vert:3=-215(B)5=-215(B)11=-832(B)10=-99(B)4=-67(B)9=-474(B)21=-67(B)24=-67(B)25=-99(B)26=-99(B)27=-358(B) 4 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MI1-7473 rev.1003/201S BEFORE USE. Mt Design valid for use only with Mllek.connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the biding designer must verify the appliCc DBFy of design parameters and properly Incorporate this design Into the overall balding design. Brach()Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' , Is always required for stability and to prevent collapse with possible personal Inlay and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of misses and truss systems.seeANSU1PI I Quality Criteria,DSB-89 and SCSI Bulling Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute,218 N.Lee Street,Suite 312,Noxamirla,VA 22314. Tampa.FL 33610 I Job Truss Truss Type i Qty Ply Riverside Homes/Bankston Res/JK 78470005 J160217 NO2 Root Special 1 1 Job Reference(optional) Manning Building Supplies. Jacksonville,FL 7.640 s Sep 29 2015 MTek Industries,Inc.Wed Apr 20 12:08:54 2016 Page 1 I D:Et0?902t3mBsJiY_bf hnl IzRm Pt-V72mZ W gexlblMucP IyaKnep6Bkd W J gOjKwhhdvzOrHd 2-0-0i 12-10.6 193.0 21-5-0 2-0-0 i 6-6-10 I 4-3-12 I 6-6-10 + 2-0-00 Scale=1:38.3 4x7= 4x4= 3 20 21 22 23 4 7.0012 " - EN 19 24 I 414 4.00 12 — N 4x10 Jr 4x10 5 2 .1-` 1 '� 6 N lb I:5 UU ; O 10 9 8 7 3x6 11 1.5x4 II 5x5= 4x10= 1.5x4 II 3x6 I I 2-0-0 1 8-6-10 I 12-10-6 I 19-5-0 21-5-0 I 2-0-0 6-6-10 4-3-12 6-6-10 2-0-0 Plate Offsets(X,Y)-- [1_0_2-40-1-71,13:0-5.4,0-2-41,16:0-2-4,0-1-151,[9:0-2-8,0.3.01 LOADING(psf) i SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell Lid PLATES GRIP • TOLL 20.0 I Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.07 7-8 >999 240 MT20 244/190 TCDL 7.0 i Lumber DOL 1.25 BC 0.53 Vert(TL) -0.20 7-8 >999 180 BOLL 0.0 ' 1 Rep Stress[nor YES WB 0.49 Horz(TL) 0.04 6 Na n/a BCDL 10.0 I Code FBC2014/TPI2007 (Matrix-M) Weight:118 lb FT=20% LUMBER- BRACING- . TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-7 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-6-10 oc bracing. WEBS 2x4 SP No.2 MITek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-1-13,Right 2x4 SP No.2 2-1-13 be Installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS. (Ib/size) 1=792/Mechanical,6=792/Mechanical Max Horz 1=-119(LC 10) Max Uplift1=285(LC 12),6=-285(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-328/157,2-19=-1084/459,3-19.988/473,3-20=-871/480,20-21=-871/480, 21-22=-871/480,22-23=-871/480,4-23=-871/480,4-24=-980/470,5-24=-1077/456, 5-6=-326/159 BOT CHORD 1-10=-593/1409,9-10=-581/1412,8-9=-287/860,7-8=-583/1416,6-7=-595/1412 WEBS 2-9=-631/310,3-9=-26/282,4-B=-32/286,5-8=-641/310 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=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4tt;Cat.II; 1111111 I I I1/,I1, Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0.0 to 2-0-0,Interior(1)2-0-0 to 8-6-10,Exterior(2)8-6-10 to `S .3. 0 I 15-10-6,Interior(1)15-10-6 to 19-5-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and %- �Q AF �l . •Z,s.;•.QEN•. • •,, forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ��,Q S•• 2 3)Provide adequate drainage to prevent water ponding. •• V •••. i 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with anyother live loads. • 11 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 wilt* • N O 5812• ::* = 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 100 lb uplift at joint(s)except(jt=lb)1=28',y 13: • a 6=285. i� • /'a - I/ 8)'Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 0• // 40 Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 I Q WARNING-Verily design paramafara and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Me-7473 rev.10103l2075 BEFORE USE. Design valid for use only with MiTekS connectors.this design Is based only upon Fxxameters shown,and Is for an Individual balding component.not a tams system.Before use-the biking designer must verily the applicability of design parameters and properly Incorporate this design into the overall bolding design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iT@{C Is always required for stability and to prevent collapse with possbde personal Injury and properly damage. For general guidance regarding the kxxcotkxn,storage,delivery,erection and tracing of trusses and truss systems,seeANSI/IPII Quilty Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available horn Truss Plate Institute,218 N.Lee Street,Stile 312,Alexandria,VA 22314. Tanya,FL 33610 Job Truss 'Truss Type Qty Ply Riverside Homes/Bankston Res/JK T8470006 J160217 NO3 Root Special 1 1 • Job Reference(optional) 1 Manning Building Supplies, Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Wed Apr 20 12:08:55 2016 Page 1 I0:Et0?902t3mBsJiY_blhnllzRmPt-_JcBmshGizjc_1 Bbsf5ZKrMMg8u12LhsZaRE9LzOrHc I 2-0-0 2.3.8 6.4-4 I 10-6-10 _ 101(19.6 15-0.12 I 19-1-8 9-5-0 21-5-0 , 2-0-0 0:3-8 4-0-12 4-2-6 0- -12 4-2-6 4-0-12 0-318 2-0-0 Scale=1:43.1 4x4= 4 t 7.00 FIF 19 20 4x4* 4x4 3 5 4.00 i 4x4 6 4x4 2 q 1 ' a� 7 N-1 ' *N 11 0 10 9 8 3x6 II 3x4= 5x8= 3x4= 3x6 II I2-3-8 10-6-10 1 1 19.1.8 t 21.5-0 2-3-8 8.3.2 .12 8-3-2 2-3-8 Plate Offsets(X Y_)-- f1:0-2-4,0-1-71,F7:0-2_4,0-1-151,[9:0-4-0,0-3--1 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.11 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.30 8-9 >856 180 BCLL 0.0 • Rep Stress[nor YES WB 0.23 Horz(TL) 0.03 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:118 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-3-6 oc bracing. WEBS 2x4 SP No.2 [ MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-1-13,Right 2x4 SP No.2 2-1-13 i be installed during truss erection,in accordance with Stabilizer Installation guide. _ REACTIONS. (lb/size) 1=792/Mechanical,7=792/Mechanical Max Horz 1=-152(LC 10) Max Uplift/=285(LC 12),7=-285(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten,-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-380/221,2-3=-1587/643,3-19=-947/402,4-19=-929/419,4-20=-929/419, 5-20=-947/402,5-6=-1587/643,6-7=-380/221 BOT CHORD 1-10=-489/1362,9-10=-355/994,8.9=-352/994,7-8=-492/1362 WEBS 4-9=-2581708,5-9=413/250,3.9.412/250,5-8=-158/501,3-10=-157/501 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 10-8-8,Exterior(2)10-8-8 to ,,at113l...1/its 13-8-8,Interior(1)19-5-0 to 21-5-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and ,`,��\, J, ORF ii forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 \\,••GEN. Q ?% 3)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. ��Q .• ,i •,../. 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 •• V . fit between the bottom chord and any other members. No 5812. 5)Refer to girder(s)for truss to truss connections. • 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=282 * • * • 7=285. — • / .• 7)'Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss- ",3 ta i 30\ ,//' 44:,....: ...44//1i Philip J.O'Regan PE No.58126 Mitek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 -- Q WARNING-Welty design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MI lekta connectors.this design Is based only upon parameters shown,and Is for(r1 individual building component not a truss system.Before use,the Lxtltding designer must verity the applicability of design parameters and properly corporate Ihis design Into the overall building design. tracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always roquked to stablitty and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication.storage.delivery.erection and bracing of trusse:sand truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCS/Building Component I 6904 Parke East Blvd. Safely information available from truss Plate institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Ii Job Truss I Truss Type Qty Ply Riverside Homes I Bankston Res/JK 18470007 J1602 17A NOa I Rool Special 1 1 Job Reference(optional) Manning Building Supplies. Jacksonville,FL 7.640 s Sep 29 2015 Mack Industries.Inc. Wed Apr 20 12:08:55 2016 Page 1 ID:EtO?902t3mBsJiY,bfhnllzRmPt-_Jc8mshGizjc_IBbsf5ZKrMMc8uG2LcsZaRE9LzOrHc I 2.0.0 6-4-4 } 10-8-8 I 15-0-12 l 19.5.0_-- 21-5-0 l 2-0-0 4-4-4 4-4-4 4-4-4 4-4-4 2-0-0 Scale=1:42.8 4x4=- 5 5 7 7.00112 21 22 4x4 i 4x4 4 'e ..6 4.005T 3x4 5x5 5x5 3x4% 7 �2 3 8 �� ✓ TN 4 1/ 1 III 0 1°' 4 -o 12 11 10 3x6 II 3x4= 5x8= 3x4= 3x6 II I 2-0-0 10-8-8 } 19.5.0 I 21-5-0 I 2-0-0 8-8-8 8-8-8 2-0-0 Plate Offsets(X,Y)-- [1:0-2-4,0-1-7LL9:0-3-13,0-1-7],[9:0_0_0p-0-01,[11:0-4-0,0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.11 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(TL) -0.30 10-11 >851 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.23 Horz(TL) 0.03 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:118 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-1 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-4-1 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 I be installed during truss erection,in accordance with Stabilizer Installation guide. -- ----- -- ---------- REACTIONS. (Ib/size) 1=792/Mechanical,9=792/Mechanical Max Horz 1=-154(LC 10) Max Uplift1=-285(LC 12),9=-285(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-330/210,2-3=-1489/557,3-4=-1565/636,4-21=-945/402,5-21=-928/419, 5-22=-928/419,6-22=-945/402,6-7=-1566/636,7-8=-1489/557,8-9=-331/210 BOT CHORD 1-12=-482/1345,11-12=-355/994,10-11=-352/994,9.10=-486/1345 WEBS 5-11=-263/720,6-11=-421/254,4-11=-421/254,6-10=-150/483,4-12=-150/483 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=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4f1;Cat.It; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2-00 to 10-8-8,Exterior(2)10-8-8 to ... 111111 rrr 13-8-8,Interior(1)19-5-0 to 21-5-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and ,•0%0% J. Q'R I4,� forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,$b% \�\••GEN ••FG9,''. 3)This truss has been designed for 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��• S•• 2 - 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 •• F•.•• • fit between the bottom chord and any other members. No 5812 5)Refer to girder(s)for truss to truss connections. - 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)1=282 *: ..* 9=285. / • 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. -"O: a 'III/11W" Philip J.O'Regan PE No.58126 MRek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 -- 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.1003/2015 BEFORE USE. Design valki for use only with Mlleki,:connectors.This design Is based only upon parameters shown.and Is for an individual bulldog carnpornent,not a Inas system.Before use,the bulking designer must verily the applIcab lIty of design parameters and properly incorporate this design Into the overall building design- Bracing Indicated Is to prevent bucklIng of InciNkhral truss web and/or chord members only.Additional temporary and permanent bracing • MiTek' Is always requited for stability and to prevent collapse with possible personal InKxy and properly damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of teases and truss systems,se eANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 1 6904 Parke East Blvd. Safety Information available from truss Plato Institute,218 N.Lee.Sheet,Suite 312.Alexandria,VA 22314. 1 Tampa.FL 33610 Job TrussiT ype Oty Ply I Riverside Homes/Bankston Res I JK T8470008 J160217 R01 Roof Special Girder 1 1 I • Job Reference(optional)_ Manning Building Supplies, Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Wed Apr 20 12:08:56 2016 Page 1 I D:EtQ?902t3mBsJiY_bthnllzRmPt-SW 9W_BiuTGrTbBIoONdos3uRoYGOngYOoEAohnzOrHb 2-0-0 { 4-6-10 10-4-14_ y 12-11-8 { 14-11-8 2-0-0 2-6-10 5-10-4 2.6.10 2.0-0 Scale=1:26.4 4x7= Special Special NAILED NAILED 4x4= 7.00 I12 3 19 20 4 a n n n 4.00 12 5x12 :--- O. 5x12 c 2 SI I Oft*, o �. i � 1 6 _ 1 6 0 n n nn _ 11 71 nun 10 21 9 22 23 8 24 7 1.5x4 I 3x4= NAILED NAILED 3x8= 1.5x4 I I� 3x6 113x6 II NAILED NAILED NAILED NAILED 2-0-0 { 4.6.10 10-4-14 12-11-8 14-11-8 1 2-0-0 2-6-10 ---_- 5-10-4 ___-- _-_ 2-6-10 _-- 2-0-0. Plate Offsets(X,Y)-- [1:0-2-4,0-1-8],[3:0-5.4,0-2-0],[6:0-2-4,0-1-8] I LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (hoc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.08 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.17 8-9 >999 180 BCLL 0.0 • Rep Stress Incr NO WB 0.12 Horz(TL) 0.04 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:78 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-7-12 oc bracing. WEBS 2x4 SP No.2 r MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 1-10-2,Right 2x4 SP No.2 1-10-2 I be installed during truss erection,in accordance with Stabilizer 1 Installation guide. REACTIONS. (lb/size) 1=1008/0-5-8,6=1008/0-5-8 Max Horz 1=-52(LC 6) Max Upliftl=478(LC 8),6=-478(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=648/315,2-3=-1788/898,3-19=-1566/821,19-20=-1566/821,4-20=-1566/821, 4-5=-1789/898,5.6=-648/315 BOT CHORD 1-10=-764/1598,10-21=-777/1619,9-21=-777/1619,9-22=-747/1565,22-23=-747/1565, 8-23=-747/1565,8-24=-777/1618,7-24=-777/1618,6-7=-764/1597 WEBS 3-9=-150/549,4-8=-150/549 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:Exp C;ASCE GCpi=0.18;13MW FRS(dircond ectional);al)ican) t leverr left and rightexposed;endph;TCDL=4.2psf; Dvertical left and right sf;h=25ft; exposed;LumberDOL=Cat. 1 I60 ,,%%t Q 0�!,o+A�Iii plate gulp DOL=1.60 � • ``\\•,.......• (,j'I '', • 3)Provide adequate drainage to prevent water ponding. �Q 2 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. \- F•'•. 5)'This truss has been designed for a live load of 20.Ops1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wile No 581 2• - tit between the bottom chord and any other members. 1. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(it=1b)1=47a 6=478. 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. :"fl r ► 8)"NAILED'indicates 3-10d(0.148'x3")or 3-12d(0.148"x3.25')toenails.For more details refer to MiTek's ST-TOENAIL Detail. /7, - ;�l/ 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)234 lb down and 270 lb up at / * �(/ • 4-6-10,and 234 lb down and 270 lb up at 10-4-14 on top chord. The design/selection of such connection device(s)is the responsibility"ice , • / 0 Q•:�� ,44 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). ,,/�Sil.tl11 A;GC*4 LOAD CASE(S)Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Philip J.O'Regan PE No.58126 Uniform Loads(pit) MWTek USA,Inc.FL Cert 6634 Vert:1-2.54,2-3=-54,3-4=-54,4-5=-54,5-6=-54,11-15=-20 6904 Parke East Btvd.Tampa FL 33610 Date: April 20,2016 Continued on page 2 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE AIN-7473 rev.10/03/1015 BEFORE USE. imi. Design valid for use only with MI IekS)connectors.this design Is hissed only upon parameters shown,and is 101 an Individual building component,not a truss system.Before use.II xi balking designer must verily tie applicability of design parameters and properly incorporate this design Into the overall bulling design. Bracing Indicated Is to prevent buckling o1 lndlvIdual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse wllh possible personal injury and properly damage. For general guidance regarding the Parke East Blvd. fabrication.storage,ciellvery,erection and bracing of muses and truss systems,seeANSI/IrPI1 Quality6904 lty Criteria,DSB-89 and SCSI Building Component Tampa.04 FE3st 0 Safety IMamantl on avalae from'truss Plate institute,218 N.Lee Street Suite 312,Alexandria VA 22314. Job Truss Truss Type Qty Ply j Riverside Homes/Bankston Res/JK T8470008 J160217 R01 I Roof Special Girder 1 1 Job Reference(optional__ Manning Building Supplies, Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Wed Apr 20 12:08:56 2016 Page 2 I D:EtO?9O2t3mBsJiY_bfhnl IzRmPt-SW 9W_BiuTGrTbBloONdos3uRoYGOngYOoEAohnzOrHb LOAD CASE(S) Standard Concentrated Loads(Ib) Veil:3=-104(B)4=-104(B)9=-172(B)8=-172(B)19=13(B)20=-13(B)21=-86(B)22=-79(B)23=-79(B)24=-86(B) • 4r M. QWARNING•Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. Design valid kr use only with Mltek0 connecters.This design Is based only upon parameters shown,and Is for an Individual building component.not a truss system.Before use,the building designer roust verify the applicability of design parameters and property tocorpwate this cfesk7n info the overall [wilding design. Brachg Indicated Is to prevent[KK;kting of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property danage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,SeeANSI/IPI I Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from lruss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. 1 Tampa,FL 33610 Job !Truss I Truss Type Qty Ply Riverside Homes/Bankston Res NI< T8470009 J16021/ r R02 Root Special 1 1 Job Reference(optional) Manning Building Supplies. Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Wed Apr 2012:08:57 2016 Page 1 ID:EtO?902t3mBsJiY_bfhnllzRmPt-wijvBXjXEazJ0LK__481 PGRipxjdWGT91 uwLODzOrHa I 2-0-0 2.3-8 6-6-10 I 8-4-14 }__ 12.8-0 _ 12.11(8 14-11-8 I 2-0-0 d 3.$ 4-3-2 1-10-4 4-3-2 0-3.4 2-04 Scale=1:28.0 4x7= 4x4= 3 4 7.00 '1. e 20 • 4.00 12 19 0 4x10 4x10 4 5 e 2 6 1II Nai.a fl _ - a 10 9 8 7 1.5x4 !I 4x4= 4x10= 1.5x4 :I 3x6 II 3x6 II I 2-0-0 ?r-3-8 6.6.10 I 8-4-14 I 12-8-0 12.11(8 14-11-8 2-0.0_ 0.3.4 4-3-2 1-10-4 4-3-2 0.3.4 2-0-0 Plate Offset jX,Y)-- [1:0-2-4,0-1-81,13:0-5.4,0-2-0],(6:0-2-4,0-1-81 _ LOADING(psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.03 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(TL) -0.07 9-10 >999 180 ) BCLL 0.0 • Rep Stress Incr YES WB 0.15 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:86 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-2-9 oc bracing. WEBS 2x4 SP No.2 i MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-1-13,Right 2x4 SP No.2 2-1-13 il be installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS. (lb/size) 1=553/0-5-8,6=553/0-5-8 Max Horz 1=86(LC 11) Max Uplift1=-199(LC 12),6.199(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-283/155,2-19=-709/325,3-19=-649/338,3-4=-604/347,4-20=-647/337, 5-20=-708/325,5-6=-284/155 BOT CHORD 1-10=-403/906,9-10=-396/908,8-9=-196/565,7.8=-398/908,6-7=-405/906 WEBS 2-9=-394/216,5-8=-395/216 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.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 2-0-0,Interior(1)2-0-0 to 6-6-10,Exterior(2)6-6-10 to �>tl 1/�� 8-4-14,Interior(1)11-4-14 to 12-11-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and ``,��\, J. AF,�' forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 \�,'•.•••• C 1.i 3)Provide adequate drainage toprevent water ponding. •N eq 9 ♦ Xs �C'ENS•' •W-�i 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •• F•••. 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 wilj No 581 2 fit between the bottom chord and any other members. • 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except gt=lb)1=19w *T 6=199. 7)'Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. •1:1 1 i •0• / / ` . J •4/... milt-111•111 ,, i At, %SS% Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 — 0 WARNING-Vary design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.10/03/2015 BEFORE USE. , Design valid for use only with Weld)connectors./Ids design is loused only upon{Karmic:leis shown,and Is for an Individual holding component,not a Truss system.Before use,the building designer must verify the applk:ability of design{xtramoteas and pan wily Incor{.xxalo Ihb design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web arks/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse wtih possible personal Inlay and property air nage. For general guidance regarding the labricatlon,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI t Quality Criteria,DS8-89 and BCS!BuNding Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa.FL 33610 - Job ;Truss Truss Type Qty Ply Riverside Homes/Bankston Res/JK 784700101 J160217 R03 Roof Special 1 1 _ _ Job Reference(optional) Manning Buik ing Supplies, Jacksonville.FL 7.640 a Sep 29 2015 MiTek Industries.Inc. Wed Apr 2012:08:58 2016 Page 1 ID:EtO?902t3mBsJiY_bfhnllzRmPt-OuH H Ptj9?uSArVvAXofGxU_svLOW FiPI fYflmlgzOrHZ 11-8 2-0-0Ci3-8 5-2-4 5-2-4 114-11-8 d-3-8 2-0-0 I Scale=1:30.9 4x4= 3 7.00 FIT PI 1 17 8 4.00,F11 4x10 4 4x10 2 `_ 1 00 1ilier 5 1 Y i ridllir r r ■ � ,71,N ►-, 8 7 6 3x6 I 1.5x4 '1 4x10= 1.5x4 1 3x6 0-3-. 7-5-12 5-2-4 i 5-2-4 12r11-8d-3-8 12-0-08 2-0-0 Plate Offsets(X,Y)-- [1:0-2-40-1-81,[5:0-2-4.0-1-8] LOADING(psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.03 7-8 >999 240 MT20 244/190 TCOL 7.0 I Lumber DOL 1.25 BC 0.46 Vert(TL) -0.08 7-8 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.23 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 I Code FBC2014/TPI2007 (Matrix-M) Weight:78 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 9-3.13 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing - SLIDER Left 2x4 SP No.2 2-1-13,Right 2x4 SP No.2 2-1-13 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=553/0-5-8,5=553/0-5-8 Max Horz 1=100(LC 11) Max Uplift/=-199(LC 12),5=-199(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-264/137,2-17=-677/286,3-17=-633/298,3-18=-633/298,4-18=-677/286, 4-5=-264/137 BOT CHORD 1-8=-393/924,7-8=-385/926,6-7=-387/926,5-6=-395/924 WEBS 3-7=-72/366,4-7.456/247,2-7=-456/247 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.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 2-0.0,Interior(1)2-0-0 to 7-5-12,Exterior(2)7-5-12 to `,tt,11I 1111//,. 10-5-12,Interior(1)12-11-8 to 14-11-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and ,`��\c J. 0 SRF t forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 � ile • `O•••\*CEN•• . T e,. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �•Q S'•• 2 � 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 •• V F•••• tit between the bottom chord and any other members. : No 5812. • 17. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)1=19;x„ *: : 5=199. 6)'Semi-rigid pitchbreaks with fixed heels'Member end fixity model was used in the analysis and design of this truss. - .. I.. •i ;4Y Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 0 WARNWO-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MY-7473 rev.10/93/2015 BEFORE USE. Design void tor use only with MITeke connectins.1Ns design Is based only upon parameters shown.and Is for an individual building component,not a truss system.Before use.the['dicing designer must verity the applicability of design parameters and properly Incorporate finis design Into tie overall balking design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent ent tracing Milek' Is always required for stability and to prevent collapse with posble personal Injury and properly damage. For general guidance regarding the fabrication,storage.delivery.erection and bracing of trusses and truss systems.seeANSI/TPI l Quality Criteria,DSS-89 and SCSI Building Component 1 6904 Parke East Blvd. Safety Information available from Ines Plate institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type ,Qty Ply Riverside Homes/Bankston Res/JK 18470011 J160217 R04 ROOF SPECIAL GIRDER 1 2 Job Reference(optional) _ Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc.Wed Apr 20 12:08:59 2016 Page 1 I D:EtO?902t3mBsJiY_bthnllzRmPt-s5rfcDknmBD1 SfUN5VAVUhW?fIFh_5cSUCPS16zOrHY I 2-0-0 3-4-0 I 5-4-0 l 7-5-12 I _ 9-7-8 11-7-8 I 12-11-8 I 14-11_8 _ 2-0-0 1-4-0 2-0-0 2-1-12 2-1-12 2-0-0 1-4-0 2-0-0 4x7 'J Scale=1:34.0 5 7.00 12 �1" 1.5x4 II 1.5x4 II 4 6 P a dotsi II 3x6 i 3x6 4.0012 7 6x6% 3 8 6x6 261 1 �•' lir 11110t1 ti, •• 9 MI ilk'Illl�r�fii�. . I!!!! , , !_ 1:401 ►_ o 15 14 22 13 23 24 12 11 25 10 26 Ir. 8x8= 2x4 it 6x6- 8x8= HTU26 8x8= 6x6- 2x4 I! NAILED HTU26 HTU26 HTU26 HTU26 HTU26 NAILED 2-0-0 3-4-0I 5-4-0 7-5-12 { 9-7-8 11-7-8 I 12-11-8 { 14-11-8 2-0-0 1-4-0 2-0-0 2-1-12 2-1-12 2-0-0 1d_0 2-0-0 Plate Offsets(X,Y)-- (1:Edge,0-4-121,(9:Edge,0.4-121,111:0-3-0,0-4-41,[12:0.4-0,0.4-4],[13:0-4-0,0-4-41,Li 4:0-3-0,0-4-41 LOADING(psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 I Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.11 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(TL) -0.23 12-13 >772 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.49 Horz(TL) 0.03 9 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:202 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-14 oc purlins. BOT CHORD 2x6 SP No.1D BOT CHORD Rigid ceiling directly applied or 6-7-0 oc bracing. WEBS 2x4 SP No.2 WEDGE Left:2x4 SP No.2,Right:2x4 SP No.2 REACTIONS. (lb/size) 1=4423/0-5-8,9=4788/0-5-8 Max Hoa 1=100(LC 24) Max Upliftl=-1665(LC 8),9=-1864(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-7561/2859,2-3=-8065/3064,3-4=-6955/2666,4-5=-6883/2695,5-6=-7359/2917, 6-7=-7432/2888,7-8.9454/3713,8-9=-8264/3232 BOT CHORD 1-15=-2659/7080,14-15=-2724/7248,14-22=-2636/7037,13-22=-2636/7037, 13-23=-1615/4410,23-24=-1615/4410,12-24=-1615/4410,11-12=-3201/8247, 11-25=-3114/8005,10-25=-3114/8005,9-10=-3004/7729,9-26=-1389/3567 WEBS 3-13=-1435/572,3-14=-450/1233,2-14=-276/110,7-12=-2501/1070,7-11.989/2386, 8-11=-163/335,2-15=-1176/459,8-10=-1936/771,5-13.1304/3411,5.12=-1725/4316 NOTES- •Stn !1<J��o' ...4 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: .4%% \P AF /i Top chords connected as follows:2x4-1 row at 1-0-0 oc. ♦♦` `Z% .•••(�,E N S'••C-9 �•.. Bottom chords connected as follows:2x6-2 rows staggered at 0-4-0 oc. , Q .• \." k'•••2 0 Webs connected as follows:2x4-1 row at 1-0-0 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 es, • No 581 2• connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. *; •.* 3)Unbalanced roof live loads have been considered for this design. / •• 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.opsh h=25ff;B=45ft;L=24ft;eave=oft;Cat.3;-0 •; • a Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1..tO- . /.../, . :to / plate grip DOL=1.60 i 0" •�4/• 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •� •• Q'.• Q . 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 00 s •�'• �,♦♦ fit between the bottom chord and any other members. e S " 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=1665, �1, ,�f,"Ai 0 9=1864. 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. Philip J.O'Regan PE No.58126 9)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting MITek USA,Inc.FL Cert 6634 at 1-7-14 from the left end to 9-7-14 to connect truss(es)to front face of bottom chord. 6904 Parke East Blvd.Tampa FL 33610 10)Use Simpson Strong-Tie HTU26(20-10d Girder,14-10dx1 1/2 Truss)or equivalent at 11-7-14 from the left end to connect truss(es)to Date: front face of bottom chord. April 20,2016 dddtfiil! M eRibiAtil where hanger is in contact with lumber. _ 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.70/01/1015 BEFORE USE. buir Design valid for use only with MllekO connectors.this design Is based only upon parameters shown,and Is for an Yxavktrral bonding component,not a truss system.Before use,the building designer must vedfy the applicability of design parameters and properly Incorporate this design into the overall buldng design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional leinporary and permanent bracing n© MiTek' Is always regrired for stability and to prevent collapse wIth posble personal Inlay and property damage. For general gukknce regrading the 6904 Parke East Blvd fabrication,storage,delivery.erect on and bxacIng of trusses and Truss systems,SeeANSI/TPI I Quality Criteria.DSB-89 and BCSI Building Component Safety Information ovcilable from truss Plate Instikte,218 N.lee Street,Supe 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type i Oty Ply Riverside Homes/Bankston Res/JK I T84700111 J160217 R04 ROOF SPECIAL GIRDER i 1 2 Job Reference(optionalZ_ Manning Building Supplies, Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc.Wed Apr 20 12:08:59 2016 Page 2 ID:EtO?902t3mBsJIY blhnllzRmPt-s5rfc0knmBDISfUN5VAVUhW?fIFh_5cSUCPS16zOrHY NOTES- 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. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-2=-54,2-5=-54,5-8=-54,8-9=-54,16-19=-20 Concentrated Loads(Ib) Vert:12=-1050(F)11=-2645(F)15=-1050(F)22=-1050(F)23=-1050(F)24=-1050(F)25=-139(F)26=-71(F) o WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE 14I1.7473 rev.10/032015 BEFORE USE. Nal Design valki for use only with MITelds connectors.this design Is based only upon rxxametors shown,and Is for xr Individual building component.not a truss system.Before use,the building designer roust verify the applicabiity of design parameters and properly Incorporate this design Into the overall bulking design. Bracing Indicated Is to prevent buckling of IndMdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. I or general guidance regarding the East Blvd. fabrication,storage,delivery,erection and bracing of trussesand truss systems,seeANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 690469 P,Parke East 0 Safety Information available from truss Plate Institute.218 N.lee Street,Suite 312.Alexandria,VA 22314. ' Job Truss Truss Type Qty Ply I Riverside Homes/Bankston Res I JK 18470012 J160217 SO1 I Root Special Girder 1 1 j ' I Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MTek Industries.Inc. Wed Apr 20 12:09:00 2016 Page 1 ID:EtO?902t3mBsJiY_bfhnl IzRmPt-KHP i gZIPXVLu4p3ZfDhkl v3EE9hXjetbjs8?gYZOrHX I 2-0-0 ___-- 4-6-10 —_--- 8-2-7 I 10-9.1 I 12-9-1 { 2-0-0 2-6-10 3-7-13 2-6-10 2-0-0 Scale=1:23.7 4x7= Special Special NAILED 4x4-- 7.00 7.00 12 3 19 4 J nn - 4.0012 1 4x10 5 4x10 2 0 �� 6 N 1 0 N 1_1 II nnnn nn I n°inIn U ' 1,z, 10 20 8 21 8 22 7 1.5x4 I 3x4= NAILED 3x8= 1.5x4 II 3x6 II NAILED NAILED 3x6 II NAILED NAILED I 2-0-0 4-6-10 8-2-7 I 10-9-1 I 12-9-1 2-0-0 2-6-10 3-7-13 2-6-10 2-0-0 Plate Offsets(X,Y)-- [1:0-2.4,0.1_81,[3:0-5-4,0-2-01,[6:0-2-4,0-1-81__ LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.04 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(TL) -0.08 8-9 >999 180 BCLL 0.0 • Rep Stress Incr NO WB 0.10 Horz(TL) 0.03 6 rsla n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:69 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-13 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-1-3 oc bracing. WEBS 2x4 SP No.2 MITek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-1-13,Right 2x4 SP No.2 2-1-13 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=880/0-5-8,6=880/0-5-8 Max Horz 1=52(LC 24) Max Upliftl=-418(LC 8),6.418(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-521/254,2-3=-1483/760,3-19=-1290/694,4-19=-1290/694,4-5=-1485/760, 5-6=-522/254 BOT CHORD 1-10=-684/1425,10-20=-676/1417,9-20=-676/1417,9-21=-605/1288,8-21=-605/1288, 8-22=-675/1416,7-22=-675/1416,6-7=-684/1424 WEBS 3-9=-142/451,4-8=-142/453 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:Exp C;ASCE GCpi=0.18;1MW FRS(di30mph rcond ectional);al)gust) cantilever left and right exposph; ed;endDvertical left and right exposed:Lumbe;L=24ft; rDOL ft; tt I60 `NOt,`�1�!,0 RI,'l, plate grip DOL=1.60 ,• \\.\P••••• FG si 3)Provide adequate drainage to prevent water ponding. `�Q`r.• �G E N S+'• '9j)�� 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. �- F•'•. 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: N O 5 812 i tit between the bottom chord and any other members. ► 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=41: * :• * • 6=418. — • ' • 7)'Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. "v• a 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. ��•• . - ZU� 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)234 lb down and 270 lb up at 0 / �/4 4-6-10,and 234 lb down and 270 lb up at 8-2-7 on top chord. The design/selection of such connection device(s)Is the responsibility of / o P:• �? others. 1 r j .• sn, 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). el, S/ -' • • - — S% LOAD CASE(S)Standard ,,'��i i i I ` 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Philip J.O'Regan PE No.58126 fUniform Loads(plf) MO*USA,Inc.FL Cart 6634 Vert:1-2=-54,2-3=-54,3-4=-54,4-5=-54,5-6=-54,11-15=-20 6904 Parke East BNd,Tampa FL 33610 Date: April 20,2016 Continued on page 2 0 WARNWG-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AIN-7473 rev.1003/2015 BEFORE USE. Design valid for use only with MITek®connectors.this design Is based only upon parameters shown,and Is for an Individual building component.not a truss system.Befcxe use,the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracltg Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent tracing M[Tek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 6904 Parke East Bbd. fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI Quality I Qlity Criteria,DSB-89 and BCSI Bulaf ng Component Safety Information available from truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Bankston Res/JK T6470012I J160217s 1 501 Roof Special Girder 1 1 • Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Wed Apr 20 12:09:00 2016 Page 2 ID:EtO?902t3mBsJiY_blhnllzRm Pt-KHP t gZIPXVLu4p3ZfDhk 1 v3EE9hXjetbjs8?gYzOrHX LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:3=-104(B)4=-104(B)9=-172(B)8=-172(B)19=-13(B)20=-86(B)21=-79(B)22=-86(B) Q WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE ANI-7473 rev.10/0312015 BEFORE USE. Design valid for use only with Mllek&connectors.this design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use.the buildng designer must verity the applicability of design parameters and property incon,orate this design Into the overall bulling design. Bracing Indicated Is to prevent buckling of IndMduai truss web and/or chord members only. AddItional temporary and permanent bracing MiTek' is always required to stability and to prevent collapse with possible personal hlray and property damage. for general guidance regarding the fabrk:alkxn,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parka East Blvd. Safety Information available from Truss Plate Institute,218 N.lee Street,Suite 312,Alexarsdria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty I Ply Riverside Homes/Bankston Res/JK 76470013 J160217 SO2 Rod Special 3 1 _ Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries,Inc.Wed Apr 20 12:09:01 2016 Page 1 I D:Et0?902t3m BsJ iY_bf hnl lz f mPt-oTzP l v m l IpT Iryel DwCzZ6bOtZ_7S5pIxW uZM?zOrH W I 2-0-0 6-4-8 , 10-9-1I 12-9-1 2-0-0 4-4-8 4-4-8 2-0-0 Scale=1:26.3 5x5= 3 i6. 7.00 12 II 17 4.00 12 16 4x4 4 4x4 2 d 1161111119e-1111 51 14 12 .. w *al IMI �; 73x4= 6 O 3x6 I 3x4 3x6 II 2-0-0 $3 10-5-9 19-9,1 12-9.1 { 2-0-0 o-3 8.2.1 0.3-8 2-0-0 _ Plate Offsets(X,Y)- 11:0-2-4,0-1-81,15:0-2-4,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Weft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.11 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.30 6-7 >513 180 • BCLL 0.0 • Rep Stress Incr YES WB 0.12 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:66 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-14 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 1 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-1-13,Right 2x4 SP No.2 2-1-13 , be installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS. (Ib/size) 1=472/0-5-8,5=472/0-5-8 Max Horz 1=82(LC 11) Max Uplift1=-170(LC 12),5=-170(LC 12) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-16=-992/445,3-16=-978/457,3-17=-978/457,4-17=-992/445 BOT CHORD 1-7=-320/822,6-7=-137/409,5-6=-321/822 WEBS 3-6=-207/550,3-7=-207/550 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=4.2psf;BCDL=3.0psf;h=25it;B=45ft L=24ft;eave=41t;Cat.It; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 2-0.0,Interior(1)2-0-0 to 6-4-8,Exterior(2)6-4-8 to 9-4-8, Interior(1)10-9-1 to 12-9-1 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& ```%%%M M i l l/fit MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `•\\Q J. O'Ak..!,,�, 3)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. �e \, , 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 `4•Q� .•••Q E N s••.'T4 ,- fit between the bottom chord and any other members. \.- i 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=17Q:. No 5812. - 5=170. 6)'Semi-rigid pitchbreaks with fixed heels'Member end fixity model was used in the analysis and design of this truss. = ii • I� ♦� .:�� •,/ V•�,,,• .. Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 1 Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MI.7473 rev.10/03/2015 BEFORE USE wilt Design valid for use only with Mitek®connectors.Ilils design k based only upon parameters shown,and is for an individual bulding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate thk design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent tracing MiTek. is always required for stability and to prevent collapse with possible personal t>fuy and properly damage. For general guidance regdzding the fabrication,storage.delivery.erection and bracing of trusses and buss systems.seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Bulking Component 6904 Parke East Blvd. I Safety Information avllable from Truss Plato Institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss ',Truss Type Qty I Ply I Riverside Homes/Bankston Res/JK I 18470014 J160217 S03 1 Root Special 2 1 • A II Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 Milk Industries.Inc. Wed Apr 20 12:09:02 2016 Page 1 ID:Et0?902t3mBsJiY_bfhnllzRmPt-GgXoFFnf36bcJ6DxmdjC6K8ZdyKMBY3uAAd6VRzOrHV 1 2-0-0 6-4-8 10-9-1 l 12-9-1 l 2-0-0 4-4-8 4-4-8 2-0-0 Scale=1:26.3 5x5= 3 17.00 "'r12 I\ 17 • 4.00 12 16 4x4 Aii 4 4x4 2 tiA m, 5 'i 1 N c Idlib g 1721 EEO IMI73x4= 6 MI 3x6 I3x4= 3x6 II 2-0-0 2.3 10-9-1 12-9.1 11 l _ 2-0-0 0.3-8 8-5-9 2-0-0 Plate Offsets(X,Y)-- (1:0-2-4.0-1-8],]5:0-2-4,0_1-8] I LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (hoc) Udell Lid PLATES GRIP 1 TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.11 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.30 6-7 >513 180 I BCLL 0.0 ' Rep Stress!nor YES WB 0.12 Horz(TL) 0.01 5 Na Na BCDL 10.0 Code FBC2014/TPI2007 (Matnx•M) Weight:66 lb FT=20% LUMBER- BRACING- ] TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-14 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 [MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-1-13,Right 2x4 SP No.2 2-1-13 I be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=472/0.5.8,5=472/0-5-8 Max Horz 1=82(LC 11) Max Uplifll=-170(LC 12),5.170(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-16=-992/445,3-16=-978/457,3-17=-9781457,4-17=-992/445 BOT CHORD 1-7=-320/822,6-7=-137/409,5-6=-321/822 WEBS 3-7=-207/550,3-6=-207/550 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=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=2411;eave=411;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 2.0.0,Interior(1)2.0-0 to 6-4-8,Exterior(2)6-4-8 to 9-4-8, Interior(1)10-9-1 to 12-9-1 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& ♦`,�‘111 1111///�� MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ♦♦� p �, o'A te, 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .♦ \\,� (- •j� 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 ,♦♦QXs•.•'�tJ•E N S+'•.-y, �� fit between the bottom chord and any other members. • \' • 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=17LNo 5812 1 5=170. :: *�' • •� 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. •• / • • -130▪ ... ;1( ' /*4: ••14,1•;:: i • Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 • A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 me 10/03/2015 BEFORE USE. , I Design valid tot use oily with MITek6)connectors.ills design Is based only upon parameters shown.t W Is for an IndIviduxil txrtdlrrg component,not a truss system.Before use,the bulldog designer must verity the applicability of design parameters<ri d property Inc<xporate this design into the overall building design. Bracing indicated Is to prevent buckling of Irxiivkdual truss web ani/<r chord members only.Additional temporay arta permanent bracing MiTek' is always requited for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the i tatxlcatkm.storage.delivery,erection and bracing of trusses and truss systems,seeANSUIPI I QuaNly Cdtena,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Buss Plate Institute,218 N.lee Street,Suite 312.Alexandria,VA22314. Tampa.FL 33610 Job Truss 'Truss Type Qty Ply .Riverside Homes/Bankston Res/JK 18470015 J160217 T01 Roof Special Girder 1 1 ' Job Reference(optional) Manning Building Supplies. Jacksonvile.FL 7.640 s Sep 29 2015 MTek Industries.Inc. Wed Apr 20 12:09:03 2016 Page 1 I D:EtO?902t3mBsJiY_bihnllzRmPt-IsSASbnIgQjTxGo8KLFReXhliMjowxX2PgNfRtzOrHU I 2-0-0 I 4-6_10_ i 8-2-7 i 10-6-3 } 13-0-15 2-0-0 2-6-10 3-7-13 2-3-12 2-6-12 Scale=1:24.7 4x7= Special NAILED 4x4— NAILED 7.00 I12 3 15 4 16 nn 4.00 ,2 4x4= 5x10% 4x4= 0 5 6 0 0 2 d N # N ___________________________< L n nncn nn �nn nn Fri 1 11 18 10 19 9 20 8 21 7 2x4 II 3x4= NAILED 3x8= 4x4= 2x4 :I 3x4= NAILED NAILED NAILED NAILED NAILED I 2-0-0 i 4-6-10 8-2-7 10-6-3 I 13-0-15 i 2-0-0 2-6-10 3-7-13 2-3-12 2-6-12 _Plate Offsets(X,Y)-_ 13:0-5.4,0-2-0] _ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) 0.04 9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(TL) -0.07 9 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.36 Horz(TL) 0.02 7 n/a ria BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:80 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except` TOP CHORD Structural wood sheathing directly applied or 4-8-8 oc purlins, except 1-2:2x6 SP No.2 end verticals. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-6-8 oc bracing. WEBS 2x4 SP No.2 ; MITek recommends that Stabilizers and required cross bracing be Installed during truss erection,in accordance with Stabilizer 1 Installation guide. - REACTIONS. (lb/size) 1=818/0-5.8,7=969/Mechanical Max Horz 1=92(LC 7) Max Uplift1=-385(LC 8),7=-445(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1499/727,2-3=-1396/711,3-15.1208/630,4-15=-1208/630,4-16=-1329/681, 5-16=-1379/675,5-17=-1523/728,6-17=-1523/728,6-7=-823/394 BOT CHORD 1-11=-651/1368,11-18=-637/1346,10-18=-637/1346,10-19=-603/1209,9-19=-603/1209, 9-20.728/1595,8-20=-728/1595 WEBS 3-10=-132/414,4-9=-220/498,5-9=-460/225,5-8=-579/305,6-8=-753/1616 NOTES- 1) 11.11. 2)Wind:ASCEanced roof 7-10VVue Ra130mph(3 second gust)Vasd have been considered for =10 mph;TCDL=4.2psf;BCDL=3.0psf;h=25f1;B=45ft;L=24ft;eave=4ft;Cat.II; ,,t,�t s design. Q �J!'07irlil, , Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 N• -\\,\•.... N �Q,9 ii•i plate grip DOL=1.60 �., Q• •• = $�.,•ti 3)Provide adequate drainage to prevent water ponding. i 4)This truss has been designed for a 10.0 sf bottom chord live load nonconcurrent with anyother live loads. • i 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 wit *•:• N O 5812. •. * = 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 100 lb uplift at joint(s)except(jt=lb)1=38'%"O: • • 7=445. '°;•14?)... ' • /� J : J 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. .O• / '(/ 9)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. • • ice / Q P:•.�� 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)233 lb down and 274 lb up at 0� s . • ..••• �C"`�� 4-6-10 on top chord. The design/selection of such connection device(s)is the responsibility of others. "j S/ �• 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ��4.•/111111111.' LOAD CASE(S)Standard Philip J.O'Regan PE No.58126 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 oContinued on page 2mi, WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIt-7473 rev.10173/2016 BEFORE USE. Design valki for use only with Milekii:connectors.Ibis design Is based only upon parameters shown,and Is for an Yn iv dual building component,not a truss system.Before use,the building designer must verity the applicability of design Ixxaxneters and properly Incorporate this design Into the overall bulking design. Bracing Indicated Is to prevent buckling of individual truss web and/ox chord members only. Additional temporary and permanent bracing MiTek' Is always required for slablitty and to prevent calls ue with possible personal Irytry and properly damage. tot general guidance regarding the fabrication,storage,delivery,erection and bracing ng of husses and truss systems,seeANSI/IPI I Qualify Criteria,0SB-119 and BCSI Building Component 6904 Parke East BNd. Safely Information avtllable from Buss Plate Institute-218 N.Lee Street.Salle 312.Alexarndrku.VA 22314. Tampa,FL 33610 Job Truss if Type I Qty Ply I Riverside Homes/Bankston Res/JK T8470015 J160217 T01 Rod Special Girder I 1 I _ 1 • l Job Reference{optional) _____ Manning Building Supplies, Jacksonville.FL 7.640 s Sep 29 2015 MTek Industries.Inc.Wed Apr 20 12:09:03 2016 Page 2 ID:EtO?902t3mBsJiY_bfhnllzRm Pt-Is5ASbnIgQjTxGo8KLFReXhIfMjowxX2PgNIRtzOrHU LOAD CASE(S)Standard Uniform Loads(plf) Vert:1-2=-54,2-3=-54,3-4=-54,4-5=-54,5-6=-54,7-12=-20 Concentrated Loads(Ib) Veil:3=-100(F)10=-145(F)8.143(F)15=-13(F)18=-73(F)19=-79(F)20=-135(F)21=-143(F) 0 WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.10/03!2015 BEFORE USE. Design valid for use only with MITeka connectors.this design Is based only upon parameters shown.and Is for an Individual building component.not i a truss system.Before use,the building designer must veiny the applIcabiity of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. fax general guidance regarding the fabrication,storage,delivery,erection and bracing of Busses and tens systems,seeANSI/TPI1 Quality Criteria,DS8-89 and SCSI Building Component 1 6904 Parke East Blvd. Safety Information available horn inns Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. j Tampa.FL 33610 _ - - I Job Truss Truss Type Qty Ply Riverside Homes/Bankston Res/JK T8470016 J160217 • U01 Rod Special Girder 1 1 L Job Reference(optional) Manning Budding Supplies, Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc.Wed Apr 20 12:09:04 2016 Page 1 I D:EtO?902t3mBsJiY_bfhnllzRmPt-D2eYfwowbksKZQNKu2mgBIDWCm5v1TIBeU6DzJzOrHT 1 2-0-0 12.3.131 4-7-3 10-3-134.11-0+ 6-11-0 I 2-0-0 0-3-13 2-3-7 2-0-0 Scale=1:14.6 7.00/112 N ILED 4x16% NAILED NAILED NAILED 4x16 4.00 FIT. 3 19 20 4 1 ' 6 '1, —e — 1-11 1I I I IIT .__ 10 9 NAILED NAILED 7 1.5x4 II 1.5x4 I I 1.5x4 II 1.5x4 II NAILED NAILED 3x6 1 1 3x6 I I 1 2-0-0 12-3-131 4-7-3 14-11-01 6-11-0 1 2-0-0 0_3_132-3-7 0.3.13 2-0-0 j -- Plate Offsets(X,Y)-- [1:0-2-4,0-1-8],[2:0-8-0,0-1-81,15:0-8-0,0-1-8],[6:0-2-4S)-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.02 10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(TL) -0.02 7 >999 180 BCLL 0.0 - Rep Stress Incr NO WB 0.05 Horz(TL) 0.00 1 rVa n/a BCDL 10.0 I Code FBC2014/TPI2007 (Matrix-M) Weight:33 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 8-7-12 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 1-10-2,Right 2x4 SP No.2 1-10-2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=273/0-5-8,6=273/0-5-8 Max Horz1=18(LC 7) Max Upliftl=-291(LC 8),6=-291(LC 8) Max Gray 1=356(LC 38),6=356(LC 38) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-533/519,2-3=-667/648,3-19=-534/529,19-20=-534/529,4-20=-534/529, 4-5=-669/649,5-6=-534/520 BOT CHORD 1-10=-421/482,9-10=-421/482,8-9=-455/514,7-8=-421/482,6-7=-421/482 WEBS 2-10=-330/300,3-9=-295/286,4-8=-295/286,5-7=-328/300 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=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24fh eave=oft;Cat.II; 0%1111111i, Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical lett and right exposed;Lumber DOL=1.60 ♦♦♦♦♦\o J. 0,RF I,�, plate grip DOL=1.60 ♦• \ C 3)Provide adequate drainage to prevent water ponding. ♦♦Q`e. .\G E N S•• IA .• 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •• V F•••. ,01 • 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 wile No 5812 fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1.292 *• :* .• 6=291. - • • 7)'Semi-rigid pitchbreaks with fixed heels'Member end fixity model was used in the analysis and design of this truss. : ' a r. 8)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. ip /t`4 - •/41 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). i�0 . <(/: LOAD CASE(S) Standard ,�,� S / P C?\�;♦ 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 i, S/ ..•• E-�♦ Uniform Loads(plf) '/1///111,.1,`%♦ Vert:1-2=-54,2-3=-54,3-4=-54,4-5=-54,5-6=-54,11-15=-20 Concentrated Loads(Ib) Philip J.O'Regan PE No.58126 Vert:3=-24(F)4=-24(F)9=6(F)8=6(F) MITek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M11.7473 rev.10/03,2015 BEFORE USE. mit I Design valid for use only with Mltek2)connectors.fits design is fused only upon parameters shown,and Is for an individual building component,not a Inas system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall budding design. Bracing Indicated Is to prevent Ixtckltng of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' 1 is always required for stability and to prevent collapse with possble personal Injury and property drntage. For general guidance regarding the 6904 Parke East Blvd fabric-anon.storage,delivery.erection and bracing of trusses and truss systems.seeAN /IP SII I Qualify Cr tela,DSB-89 and SCSI Building Component Safely IMormation available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Bankston Res 1 JK 78470017 J160217 UO2 Roof Special Girder 1 1 • • _ ___ I Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries,Inc.Wed Apr 20 12:09:05 2016 Page 1 ID:EtO?902t3mBsJiY_bfhnllzRmPt-hFCwtGpYL1._BAaxW SmHvjym62AMmOsnKs8smVmzOrHS I 2-0•0 i 3-5-8 4-11-0 I 6.11.0 2-0-0 1-5-8 1-5-8 2-0-0 Scale=1:17.5 5x5= 7.001 3 • 4.0012 4x4 4 4x4 2 r r 5 1 T .-- i I C 14 3x8 !' 64= 6 6x6= 3x5= HTU26 3x5= 3x8 i 2.0.0I 4-11-0 i 6-11-0 2-0-0 2-11-0 2-0-0 Plate Offsets(X,Y)-- 11:0.0.0,0-1-41,15:Edge,0-1-41,16_0-3.0,0-4-41,17:0-3-0,0-4-4] _ LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (hoc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 I Vert(LL) -0.03 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.06 6-7 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.32 Horz(TL) 0.00 1 Na n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:39 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-8 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-10-3 oc bracing. WEBS 2x4 SP No.2I MiTek recommends that Stabilizers and required cross bracing i WEDGE i be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.2,Right:2x4 SP No.2 I Installation guide. 1 REACTIONS. (lb/size) 1=572/0-5-8,5=889/0-5-8 Max Horz 1=34(LC 7) Max Uplittl=-242(LC 8),5=-393(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1085/473,2-3=-1226/566,3-4=-1883/878,4-5=-1669/751 BOT CHORD 1-7=-422/1009,7-14=-290/705,6-14=-290/705,5-6.684/1559 WEBS 3-6=-649/1395,4.6=-427/219,3-7=-236/526,2-7=-294/156 • 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=4.2psf;BCDL=3.Opsf;h=25it;B=45ft;L=241t;eave=4it;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 ,,��111111//1 plate grip DOL=1.60 `�` J. 0' 4, 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �a \P AF •, • 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 `,fin.,.• ••G E N.S•• '917-•,fit between the bottom chord and any other members. , ` •" • V , •• • • 5)Provide mechanical connection(byothers)of truss to bearingplate capable of withstanding100 lb uplift at joint(s)except t=Ib 1=242, p � G ) No 5812. 5=393. 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. *: * 7)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent at 4-7-6 from the left end to = : ,-/-4 • connect truss(es)to back face of bottom chord. ::::"..-V" 'O: a 8)Fill all nail holes where hanger is in contact with lumber. ! :<(/ • 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). i Q l/ #'* LOAD CASE(S)Standard ''• .S •moi 0,•"�j\.` 1)Uniform Loadsive(balanced):Lumber Increase=1.25,Plate Increase=1.25 *.i) ,��S"ii/111111" r j 1•A' ..\-•,`• Vert:1-2=-54,2-3=-54,3-4=-54,4-5=-54,8-11=-20 Concentrated Loads(lb) Philip J.O'Regan PE No.58126 Vert:14=-949(B) MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 o WARNING•Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MU-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MITeselr connectors.this design Is based only upon r parameters shown.and Is n an ksdlvldool building component.not nisi, • a buss system.Before e,the building designer mp must verify the a p ticabiity of design parcmelers and property txpor xrate this design into the overall balling design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Aalclittend temporary and permanent tracing MITek Is always reyuked tor stability and to prevent collapse with possible personal Injury and property carnage. For general guidance regarding he fabrication,storage.delivery,erection and bracing of trusses and miss systems,seeANS1/TPI1 Quality Criteria,056-89 and SCSI Building Component 1 6904 Parke East Blvd. Safety information available from lntss Plate institute,218 N.lee Street,Suite 312,Nexandda.VA 22314. 1 Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Bankston Res/JK T8470018 J16021.7 UO3 Common 2 1 1 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Wed Apr 20 12:09:06 2016 Page 1 I D:Et0?902t3mBsJ iY_bthnl Iz RmPt-9Rm14cgA6L62ok W j?ToBGAJ H5apm7N m U 5obK2CzOrHR 2-0-o I 3-5-8 _I 4-6-10 2-0-0 1-5-8 1-1-2 7.00 12 3 3x4'=" Scale=1:14.2 42x411 4.0012 4x4 2 - N N 1 1 ii- N Ct C' 1 6 5 1.5x4 II 3x6 I I 2x4 I I 20-0I 4-6-10 2-0-0 2-6-10 - Plate Offsets(X,Y)-- (1:0-2-4,0-1-8],J3:0-2-0,Edgel -- LOADING(psf) I SPACING- 2-0-0 CSI. DEFL. in (toc) I/defl Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) -0.01 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(TL) -0.02 6 >999 180 BCLL 0.0 * Rep Stress[nor YES WB 0.01 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC2014ITPI2007 (Matrix-M) Weight:21 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4.6-10 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-1-13 I I ITek recommends that Stabilizers and required cross bracing be Installed during truss erection,in accordance with Stabilizer Installation guide.__-_ REACTIONS. (lb/size) 1=163/0-5-8,5=163/Mechanical Max Horz 1=78(LC 11) Max Uplift1=-58(LC 12),5=-60(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.II; Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 3-5-8,Exterior(2)3-5-8 to 4-4-14 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This er ve 4)•Thisruss has been truss has been designed fofor r a live tload of 20.Opsf on the bottom chord in all areas sf bottom chord live load nonconcurrent with ny where aur rectangle 3-6-0 tall by 2-0-0 wide will ,,��t Q ds. ,�"01/4,///// tit between the bottom chord and any other members. �� \�\ ••FG ?,i 5)Refer to girder(s)for truss to truss connections. `$%Q''••'�C E N$• TA .. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,5. . •' F•'•. • 7)'Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. No 5812• r r *: •* T. , • z • ,i 'S� � i�`/ A0s ii Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED Mr7EK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. ' Design valid for use only with Mitek^.%connectors.This design Is based only upon parameters shown,and Is for an individual building component,nent,not 1 ^ a truss system.Before use,he building designer must verify the appllcabllty of design parameters and properly Wort vivito tris design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Milek• Is always required for stability and to prevent collapse with possible personal hpay and properly damage. for general guidance retarding the fabrication.fabrication. xl storce,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Qualify Cdfeda,DSB-89 and SCSI Building Component I e East Blvd. 690469P.Parke East 0 Safely information available from Truss Plate Institute,218 N.lee Street,Suite 312.Alexandria,VA 72314. Job Truss Truss Type Qty Ply Riverside Homes I Bankston Res/JK 18470019 J160217 WO1 Monopitch Girder 1 1 _ Job Reference(optional) Manning Building Suppkes. Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Wed Apr 20 12:09:06 2016 Page 1 I D:Et0?902t3mBsJ iY_bfhnl IzRm Pt-9Rm l4cgA6L62okW j?To8GAJH IafO71 MU 5obK2CzOr H R 2-0-0 5-2-14 2-0-0 3-2-14 Scale=1:20.6 3 700 12 1.5x4 II • 4.00 HI 4x4 n M di 2 1 oh III I 11.1 .■ WIII IIIIII 5 1011•111.I. 9 10iMPrdi 4 MIMI 3x8 l' HTU26 HTU26 3x10 II _ 3x4% HTU26 5x5- I 2-0-0 5-2-14 , 2-0-0 3.2.14 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) 1/dell lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.03 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(TL) -0.06 4-5 >999 180 BCLL 0.0 • Rep Stress Incr NO WB 0.36 Horz(TL) 0.01 4 rVa rVa BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:32 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-10 oc purlins, except BOT CHORD 2x6 SP No.1D end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-8-12 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.2be installed during truss erection,in accordance with Stabilizer 1 Installation guide. I REACTIONS. (lb/size) 4=1449/Mechanical,1=1247/0-5-8 Max Horz 1=134(LC 7) Max Uplift4=548(LC 5),1=-460(LC 8) FORCES. (lb).Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1958/719 BOT CHORD 1-5=-700/1844,5-9=-644/1690,9-10=-644/1690,4-10=-644/1690 WEBS 2-5=-393/1084,2-4=-1778/695 NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4fh Cat.II; Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This for er ve 111/1 3)*Thisruss has been truss has been designed foar a Ove load of 20.Opsf on the bottom chord in all areas wh.0 psf bottom chord live load nonconcurrent with any ere a irectangle 3.6.0 tall by 2-0-0 wide will `,\\,• \-ds. 1J!'r�AFC♦♦♦♦ fit between the bottom chord and any other members. �� , 4)Refer to girder(s)for truss to truss connections. .$ S 5.• C E N S' 92♦♦ 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)4=548, •• V F•.•.• • 1=460. No 5812. 1 6)'Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. • 7)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting *:• at 1-1-5 from the left end to 4-2-8 to connect truss(es)to back face of bottom chord. / • 8)Fill all nail holes where hanger is in contact with lumber. :-o• a 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). i-33 "/a - .• ZLI LOAD CASE(S)Standard iO • ��/ Q P. ,N-.4 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 ♦ s , • 1 .. •\�? •%•• UnifermLoads Vert:1-2=-54,PI2-3=-54,4-6=-20 0, kyr, �`01, Concentrated Loads(lb) Vert:8=-772(B)9=-772(B)10=-774(B) Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 r , 0 WARNPIG•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 6111-7473 rev.10,03/2015 BEFORE USE. Design valid for use only with MiteirS connectors.'his design is Lased only apron parameters shove,and is for an irrdM ival Wiring component.rot I a truss system.Before use,the bulking ing designer must verity the appticabIity 01 sk:sigi txaameters and properly Nx:orpxrate this design into the overall bulling design. Bracing Indicated is to prevent trickling 01 Individual truss web and/or chord members only. Additional temporary and permanent bracing MiRek Is always required for stability and to prevent collapse with possible personal him and property damage. For general Quirks-ice regarding the 6904 Parke East Blvd.tabrlcatks,storage,delivery,erection and tracing 01 trusses and truss systems,seeANSI/1PI1 QuaNly Criteria,DSB-89 and SCSI Building Component Safety Information avc8able from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type ,Qty Ply Riverside Homes/Bankston Res/JK 78470020 J160217 J01 Comer Jack 4 1 , • Job Reference(optional) Manning Building Supplies, Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Wed Apr 20 12:08:10 2016 Page 1 ID:Et0?902t3mBsJiY.bthnllzRmPt-ofO7KT82182_47Eyjjo??M_kd?kl?25ED41M4SzOrIJ 1-0-1 1-0.1 3.005T scale.1:7.8 2 1 �'�1, N _......01111i111111111111111111111 7 _N 0 1 IIIIMIIIIIMIIII)A C FA. 3 kM:. 3x4= 1-0-1 I 1-0-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/dell Lid 1PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) -0.00 6 >999 240 I MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 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:4 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-1 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection,in accordance with Stabilizer k Installation guide.__ REACTIONS. (lb/size) 1=38/0-3-8,2=28/Mechanical,3=10/Mechanical Max Horz 1=11(LC 8) Max Upliftl=-10(LC 8),2=-21(LC 8) Max Gray 1=38(LC 1),2=28(LC 1),3=16(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4f1;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical 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 er(s) truss to truss 5)Provide meer to ehanicalrconnection(byothers) truss to bearingplatecapable of withstanding10 lb uplift at 1 and 21 lb uplift at joint• ,,,•%of 0 RF',•li ) PI jointP 1 2. • ♦ \�,,........d•• fr �, 6)'Semi-rigid pitchbreaks with fixed heels'Member end fixity model was used in the analysis and design of this truss. `•N Q`Z`..•\G E N S'j.�7;94• ,�'0 i No 5812. • • r / • Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 Q WARNING-Verify design paramafars and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIt-7473 rev.10/03/2015 BEFORE USE liltDesign valid for use only with tv9lekf9 connectors.ibis design is based only upon parameters shown.and Is for an individual bolding component,not truss ts system.Before use,the bolding designer must verify the applicability of design parameters and properly incorporate this design Into the overall Imine building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possZle personal Wry and properly damage. for general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems.seeANSI/TPI1 Quilty Criteria,DS8-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Loss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss fruss Type Qty Ply i Riverside Homes/Bankston Res/JK ! J160217 JOIA Corner Jack 4 , 1 T8470021 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Wed Apr 20 12:08:11 2016 Page 1 I D:Et0?902t3mBsJiY_bthnllzRmPt-GsxW Xp9g3SAriHp8HQJEXaXvxP45kVLOSknvcuzOrl I F— _ 219 I 2-1.9 Scale=1:10.2 4.00 12 2 Y I illi)A . wit, 1'MA I 3 3x4- 2-1-9 2-1-9 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 1 TC 0.04 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 7.0 ! Lumber DOL 1.25 1 BC 0.04 Vert(TL) -0.00 3-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES I WB 0.00 ! Horz(TL) 0.00 1 rile n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:9 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-1-9 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer I Installationg_uide. J REACTIONS. (lb/size) 1=78/0-5-8,2=57/Mechanical,3=20/Mechanical Max Horz 1=29(LC 12) Max Upliftl=19(LC 12),2=-38(LC 12) Max Grav1=78(LC 1),2=57(LC 1),3=34(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Ops1;h=25ft;B=45ft;L=24ft;eave=41t;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical 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 psi 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. 45)Prov de mer to echanicaler(s) rtruss connection(byothers)truss ohttons.of truss to bearingplate capable of withstanding19 lb uplift at 1 and 38 lb uplift at joint �s.��P,J. 0 i ••• P P jointP 1 2. ♦ \��,..... �� 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. �```e��••\G E N d". 92 o • • i No 5812. • • *: :* - 11 53.* "/"' 4 :41./•7: Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 o WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. pa Design valid for use only with Mllekd9 connectors.This design Is based only upon parameters shown,and Is for an Individual balding component.not a truss system.Before use,the building designer must vedN the applicability 01 design gn Ixxameters and properly Incorporate this design into the overall balding design. tkacing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Fluty and property damage. For general guidance regarding the kAxk:ation,storage,delivery,erection and bracing of trusses and truss systems.seeANSt/TPtt Quality Criteria,DSB-89 and SCSI Bugling Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Sheet,Saito 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes I Bankston Res I JK 18470022 J160217 JO1B Corner Jack 1 1 _ f Job Reference(optional) Manning Building Supplies, Jacksonville.FL 7.640 a Sep 29 2015 Mack Industries.Inc.Wed Apr 20 12:08:11 2016 Page 1 ID:EtO?90213mBsJiY_bihnllzRmPt-GsxWXp9g3SAriHpBHQJEXaXuHP2HkVLOSknycu z0rll I 2-0-2 2-A-8 2-0-20 Scale=1:10.1 4.0012 2 F I 1 4 v N o •:•i i i•O•Oi PPPO••••:••0:+OPPO:P•O•OPPJi•10•:•O•:1 .:•:•�i••X•,:•i•Oi••i i Os0•POi••OOOOJOi••i i•••• Job Truss fruss Type Qty Ply Riverside Homes/Bankston Res/JK T8470023 LJ160217 J01C Corner Jack 1 1 L . 8 Job Reference(optional) Manning Building Supplies. Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Wed Apr 20 12:08:12 2016 Page 1 I D:EtO?902t3mBsJiY_bihnllzRmPt-k2Vu19Alg11 iKQOKrlgU4n44mpQNTybXgO WT9KzOrI H 2-0-8 I 2-0-8 Scale=1:10.1 4.00 12 2 1 r 1 I qi' 1 it =11.11111M—'11. ell { 3 3x4= 2-0-8 I 2-0-8 LOADING -08LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(TL) -0.00 3-6 >999 180 BCLL 0.0 • Rep Stress lncr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing i be installed during truss erection,in accordance with Stabilizer Installation guide. i REACTIONS. (Ib/size) 1=75/Mechanical,2=54/Mechanical,3=19/Mechanical Max Horz2=27(LC 12) Max Upliftl=-31(LC 12),2=-24(LC 12) Max Gray 1=75(LC 1),2=54(LC 1),3=32(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=251t;B=45ft;L=2411;eave=4fh Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical 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. `��%1111111111 1 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 31 lb uplift at joint 1 and 24 lb uplift at joint ,,`�%\Q 0'AF 1,,, 2. 6)Semi-rigid pitchbreaks with fixed heels'Member end fixity model was used in the analysis and design of this truss. :��Q`r\•�• G E N S'�'�.�/A•�� • • i . No 5812• *: :* - '&. / i : ;s • � � ljwi� Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 __ o WARNING-Varity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/F7473 rev.10/0=015 BEFORE USE. Design valid for use only with Mllekr connectors.OW design k based only upon parameters shown,and Is for an kdivldrxal building corerxrtent.not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall b uldlrys design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional tompxxcay and permanent braking MiTek' is always required for stability and to prevent collapse with possible personal him/and property damage. For general guidance regarding the 6904 Parke East Blvd. Fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI1 Quality Criteria,DSB-69 and SCSI Building Component Safely Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 72314. Tampa.FL 33610 Job truss ,Truss Type Qty I Ply I Riverside Homes/Bankston Res/JK T8470024 J160217 J02 Comer Jack 4 1 E Job Reference(optional) Manning Building Supplies. Jacksonville,FL 7.640 s Sep 29 2015!seek Industries.Inc. Wed Apr 2012:08:12 2016 Page 1 ID:El0?902t3mBsJiY_bfhnllzRmPt-k2Vu19Algll iKQOKr7gU4n431pPnTybXgOWT9KzOrl H I I 3-0-1 3-0-1 Scale=1:10.4 3.00 12 3x4 3 ` 2 1 II Oil 1 qi •-+ i 12 — — 4 3x6 I I I 3.0-1 I 3-0-1 Plate Offsets(X,Y)-- 11:0-2-4,0-2_31 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/detl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(TL) -0.01 4-7 >999 180 BCLL 0.0 . Rep Stress lncr YES WB 0.00 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:13 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-1 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=109/0-3-8,3=76/Mechanical,4=33/Mechanical Max Horz 1=33(LC 8) Max Upliftl=-36(LC 8),3=-51(LC B),4=-3(LC 8) Max Grav1=109(LC 1),3=76(LC 1),4=46(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2pst;BCDL=3.Opsh h=25ft;B=4511;L=24ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical 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 4) fit Referyto girder(s)een the foornchord truss to truss nd any other ♦♦♦� 1 �e,J.1 OA. 'tit • 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 36 lb uplift at joint 1,51 lb uplift at joint 3 ♦ F^ and 3 lb uplift at joint 4. �♦•Q�•• Y G E N, 2'ice 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. •• V �••'. ••• : No 5812. ' gip: .7' 41 ��: Philip J.O'Regan PE No.58126 MfTek USA,Inc.FL Cert 6634 • 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 I ms. Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MR-7473 rev.10/03/1015 BEFORE USE. Design valid for use oNy with MllelS connectors.This design Is bused only upon parameters shown,and is for an Individual betiding component.not a truss system.Before use.the building designer must verify the appilcablity of design parameters and property Incorporate this design Into the overall bulking design. Bracing indk:aced Is to prevent buckling of IndMdual truss web and/or chord members only.Additional temporary and permanent IxacIng MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. tor general guidance waning the krtrlcatkrr,storage.delivery,ewe lion and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria.DSB-89 and BCSI Wetting Component 6904 Parke East Blvd. Safety Information available from teas Plate Institute,218 N.tee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Bankston Res/JK T8470025I1 J160217J02A Corner Jack 4 1 I Or Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2016 MiTek Industries.Inc.Wed Apr 20 12:08:13 2016 Page 1 I D:Et0?902t3mBsJiY_blhnilzRmPt-CE3GyUBwb3QZxazXPrLjd?cEXChCCPPhv2G0hnzOrIG 2-0-0 --— 4-1.9 I. I 2-0-0 2-1-9 Scale=1:16.3 7.00 12 3 ltri 4.00 FIT 4x4 2 ., N r N N ., N N 1 II A �/ 5 4 1.5x4 II 3x6 H 2-0.0 I 4-1-9 I i 2-0-0 2-1-9 Plate Offsets(X,Y)-- [1:0_2.4,0-1-8] LOADING(psi) I SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl 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 7.0 Lumber DOL 1.25 BC 0.38 Vert(TL) -0.05 5 >933 180 BCLL 0.0 • Rep Stress Incr. YES WB 0.03 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 I Code FBC2014/TPI2007 (Matrix-M) Weight:18 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-9 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 i MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-1-13 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=151/0-5-8,3=56/Mechanical,4=95/Mechanical Max Horz 1=76(LC 12) Max Uplittl=-29(LC 12),3=-48(LC 12),4=-32(LC 12) Max Gray 1=151(LC 1),3=61(LC 17),4=95(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25f1;B=45ft;L=24fh eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 4-0-13 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 y 4)This truss has been designed for a lfor a liive load of 20:psf on the bottom chord in all areas.0 psf bottom chord live load nonconcurrent with nwherre a rectangle 3-6-0 tall by 2-0-0 wide will •• \.,N Per live loads. ,,�3, 07;# it fit between the bottom chord and any other members. %,��\,\••GEN 4:• ,_ 5)Refer to girder(s)tor truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 29 lb uplift at joint 1,48 lb uplift at joint 3 Q •' �� SF''• • and 32 lb uplift at joint 4. No 5812. ' 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. ,. • %?-• _ ,/ o •s .. ma • Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 4 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MNTEK REFERANCE PAGE MU-7473 rev.10W3/2015 BEFORE USE Nil 1 Design valid for use only with Mllek3S connectors.Ibis design Is based only upon parameters shown,and Is for an indlAdual building component,not a truss system.Before use,the building designer must verify the appllcabilly of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always recruited for stability and to prevent collapse with possible personal Injury and properly damage. I or general guidance regarding the fabrication,storage.delivery,erection and bracing of tr sses and truss systems.see-ANSI/MI Quality Cdfeda,DS8-$9 and SCSI Building Component I 6904 Parke East Blvd. Safety information available from buss Plate Institute.218 N.lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 I — i Job Truss I Truss Type Qty Ply Riverside Homes/Bankston Res/JK I 78470026 J160217 J028 'Corner Jack 1 I 1 • __ Job Reference(optional) Manning Budding Supplies. Jacksonville.FL - 7.640 s Sep 29 2015 MiTek Industries.Inc.Wed Apr 20 12:08:13 2016 Page 1 I D:Et0?902t3mBsJiY_bffnllzRmPt-CE3GyUBwb3QZxazXPrLjd?cEZChTCPPhv2G0fnzOrlG 2-0-0 ___ 4_0.8 I 2-00 ----- } 2-0-8 Scale:3/4"=1' 7.00;12 3 , p�_ 4.00 12 4x4 2 n . N N N . N 1 . N iii 11 i 1 i . 5 4 ,/ 1.5x4 '..1 3x6 II I 2-0-0 I 4-0-8 l 2-0-0 2_0-8 Plate Offsets(X,Y)-- [1:0-2-4,0-1-81 —_— LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell 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 7.0 Lumber DOL 1.25 BC 0.36 Vert(TL) -0.05 5 >999 180 BCLL 0.0 • Rep Stress lncr YES WB 0.03 Horz(TL) 0.01 1 ri/a rVa BCDL 10.0 Code F8C2014/TP12007 ( (Matrix-M) Weight:18 lb FT=20% • LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-1-13 REACTIONS. (lb/size) 1=147/0-5-8,3=53/Mechanical,4=94/Mechanical Max Horz 1=74(LC 12) Max Upliftl_28(LC 12),3=-46(LC 12),4=32(LC 12) Max Grav1=147(LC 1),3=58(LC 17),4=94(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 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=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 3-11-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 111111 4)'This buss 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 ,`,%t Q 1J R'lit �i fit between the bottom chord and any other members. `� �.`.•.•... F �, 5)Refer to girder(s)for truss to truss connections. •• Ne .E N d•-'1',/,°.. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 28 lb uplift at joint 1,46 lb uplift at joint 3 � Q .••V� '..� • and 32 lb uplift at joint 4. 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this Notruss. 5812 :_ %p /i' 4 • �r. / # •�' • � f ? • �O . \ % .. 1l/ • Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 0 WARNWO-Verify deign pa smNors and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE ME-7473 rev.1003/2016 BEFORE USE. Design valid for use only with Mileir:0 connectors.this design Is based only upon parameters shown,and Is for an individual bolding component.not a truss system.Before use,the building designer must verily the applicability of design parameters and properly Incorporate this design Into the overall budding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erectI n and tracing of trusses and truss systems,seeANSVTP11 Quality Criteria,D58-89 and BCSl Building Component 6904 Parke East BNd. Safely Information available from lnss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type I Qty Ply Riverside Homes/Bankston Res/JK l 784700271 J160217 JO2C Corner Jack '1 1 I Job Reference(optional) Manning Budding Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Wed Apr 2012:08:14 2016 Page 1 I D:Et0?902t3mBsJiY_bthnl IzRmPt-gRdeAgBYMMYOZkYjyYsy9C9PKc_9xssg8i?ZDDzOrIF f -- 2-0.0 + 4-0-8_._. 2-0-0 2-0-8 Scale:3/4'.1' 7.00111 3 I 4.00 iii 4x4 2 I P orliii N I cu O. N' <4 1 ill■1111 , T WI 3x6 1: 4 5 1.5x4 '.I 2-0-0 4-0-8 { 2-0-0 --- 2-0-8----- --- ------ - ---- Plate Offset JX Y)-- (1:0-2-4.0-1-8] LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (hoc) Udell Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.01 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(TL) 0.01 4-5 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.01 Horz(TL) -0.06 3 r1/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:18 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. WEBS 2x4 SP No.2 il MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-1-13 I be installed during truss erection,in accordance with Stabilizer 1 Installation guide. REACTIONS. (lb/size) 3=53/Mechanical,4=-79/Mechanical,5=320/0-5-8 Max Horz5=74(LC 12) Max Uplift3=-46(LC 12),4=-79(LC 1),5=-158(LC 12) Max Grav3=58(LC 17),4=46(LC 8),5=320(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24f1;eave=4fh Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 3-11-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. `�.I I I I I I/g11 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 ,`�0�P J• CIA. ,'�. fit between the bottom chord and any other members. k \\;••GEN.. 0'9 e 5)Refer to girder(s)for truss to truss connections. �•`Q S`••' 4 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 46 lb uplift at joint 3,79 lb uplift at joint 4 •• ., F•••• and 158 lb uplift at joint 5. No 5812. 7)'Semi-rigid pitchbreaks with fixed heels'Member end fixity model was used in the analysis and design of this truss. .* •: 153•• 4 !y .O. P 1 Philip J.O'Regan PE No-58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 0 WARPING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MP 7473 rev.18931015 BEFORE USE. 1 Design valid for use only with Mileks%connectors.This design is bused only upon Ixxarneters shown,and is lot an individual budding component.not a truss system.Before use,the budding designer must verify the applicability of design parameters and properly incorporate this design Into the overall 1 pa budding design. Bracing Indicated Is to prevent buckling of IndIvIdtal truss web and/or chord members only. Additional temporary and permanent bracing 1MiTek' B always requted for stabdtty and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Perks East Blvd. krtxk:atkvs.storage.delIvery,erection<tnd lxacklg of inoses and Inns systems,seeANSI/rPl l QualityCttterla,DSB-89 and SCSI Building Component Safely IMormanon available from Inas Plate institute.218 N.lee Street,Suite 312.Alexandrkx VA 22314. Tanga.FL 33610 I Job 'truss I-fuss Type Oty Ply Riverside Homes/Bankston Res/JK 78470028 J160217 J03 Corner Jack 2a 1 I _ Job Reference optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Wed Apr 201208:14 2016 Page 1 ID:Et0?902t3mBsJiY_bfhnllzFlmPt-gRdeAgBYMMYOZkYjyYsy9C9L6c2axs4g8i?ZDDzOrI F I 5-0-1 5-0-1 Scale=1:13.1 3 3.00112 ' (IA 3s4 ..s•-•-• 9 2 1 — N 1011 • aV (71 O [r/ (.4 3x6 II I 5-0-1 5-0-1 Plate Offsets(X,Y)-- (1:0-2-4,0-2-3] -- LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (lot) Vdeii Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.04 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.24 Vert(TL) -0.07 4-7 >879 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 1 Na n/a I BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) I Weight:19 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-1 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.2 2-6-0 1 MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS. (lb/size) 1=183/0-3-8,3=123/Mechanical,4=60/Mechanical Max Horz 1=56(LC 8) Max Uplift]=-64(LC 8),3=-82(LC 8),4=-5(LC 8) Max Grav1=183(LC 1),3=123(LC 1),4=84(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-271/122 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=451t;L=24ft;eave=4tt;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(])3-0-0 to 4-11-5 zone;cantilever left and right exposed;end vertical 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. `�`�[t1II.I I1/g/// 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 ,``� \, J. o'/ /, fit between the bottom chord and any other members. % \�••... N.••• C'9 , 4)Refer to girder(s)for truss to truss connections. 44.. OP S•' 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 64 lb uplift at joint 1,82 lb uplift at joint 3 •• E 1$. and 5 lb uplift at joint 4. No 5812. ••• 1 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. = * • : '.::53% /// :iv Z. '°° iiti::":44A 11°.*:.::•\ its7ll1sllttt% ll Philip J.(Aegan PE No.58126 Mitek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 � 1 � 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE ARI-7473 rev.IGV3/1015 BEFORE USE. ' Design valid for use only with Mllekd)connectors.INs design k based only upon parameters shown,and Is for an individual bolding component,not a truss system.Before use,the bulking designer must verity the applicability of design parameters and properly haaporale this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with posslile personal inlay and property damage. For general guidance regarding the fabkiatlon,storage,delivery,erection and bracing of trusses and huss systems.seeANSI/1PI1 Qualify Criteria,058-89 and BCSI Bultdng Component 6904 Parke East Blvd. Soley Information available from truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tanya.FL 33610 —— — MSS fuss ype a • Riverside Homes/Bankston Res/JK 18470029 J160217 • JO3A Corner Jack 2 1 • jJob Reference(optional) Manning Building Supplies. Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries.Inc.Wed Apr 20 12:08:14 2016 Page 1 I D:Et0?902t3mBsJiY_bfhnl IzRmPt-gRdeAgBYMMYOZkYjyYsy9C9M_cvHxsQg8i?2DDzOrIF I 2-0-0 I 6-1-9 I 2-0-0 4-1-9 Scale=1:22.1 3 , 7.00 12 d' 1 4.00 12 4x4-- a d 2 11 1 cr? 11 1110 I •c c Ill 1 I i 5 1.5x4 I I 4 3x6 H I 2-0-o l 6-1-9 2-0-0 4-1-9 ------- ------ Plate Offsets(X,Y)-- 11:0-2-4,0-1-3] __-_-. LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (hoc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 IC 0.31 Vert(LL) 0.13 4-5 >552 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.27 4-5 >274 180 BCLL 0.0 • Rep Stress Incr YES WB 0.04 Horz(TL) 0.05 1 n/a n/a BCDL 10.0 ' Code FBC2014/TPI2007 (Matrix-M) Weight:24 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-1-13 REACTIONS. (lb/size) 1=225/0-5-8,3=110/Mechanical,4=115/Mechanical Max Horz 1=124(LC 12) Max Upliftl=-41(LC 12),3=-94(LC 12),4.26(LC 12) Max Grav1=225(LC 1),3=119(LC 17),4=135(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-397/296 WEBS 2-5=-283/240 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2pst;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 6-0-13 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate `,1011111/1/1, grip DOL=1.60 �� it 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��• \08 J. AF �i� 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 • ♦ ��-•'GEN•'' G',9 �'. fit between the bottom chord and any other members. ♦ Q••'*\.\ 8 e•;4 e. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(byothers)of truss to bearingplate capable of withstanding41 lb uplift at 1,94 lb uplift at joint 3 No 5812 P P jointP J and 26 lb uplift at joint 4. .t *; 1* 7)'Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. : i • i0... , • y °, . / lik2 O.�\ �`� e�i; , ! AL�C�,�♦• Philip J.O'Regan PE No.58126 MRek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 _ l o WARNING-Nanny design parameters and READ NOTES ON TIOS AND INCLUDED MITEK REFERANCE PAGE M1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only vAth Mlteke connectors.this design Is bred only upon{rrometers shown,and is for an Individual building component.not , a truss system.Before use,the bullring designer must verify the applicability of design parameters and properly Incorporate this design into the overall bulking design. Bracing Indicated Is to prevent truckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property ckmage. For general guidance regarded the 6904 Parke East Blvd. fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/rai I Quality Criteria,DSB-89 and SCSI Building Component Safety{Mormaiton available from Inns Plate Institute,218 N.Lee Street.Suite 312,Alexandrku,VA 22314. Tampa,FL 33610 Job Truss Truss Type 1 Oty Ply Riverside Homes/Bankston Res/JK T8470030 J160217 J038 Corner Jack 1 1 • Job Reference(optional) Manning Building Supplies. Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Wed Apr 20 12.08:15 2016 Page 1 I D:EtO?902t3mB$JiY_bfhnllzRmPt-9dBONACB7ggHBu7VWGOBiOiXWOGngJhzMM171fzOrIE 2-0-0 6-0-8 -1 f- 2.0.0 I 4-0-8 Scale=1:21.8 3 7.00 12 Y 4.00'12 • 4X4% N 0 2 tO d, OS 0 1 1 . IllAil lin. N El II A ►� Imprd 1.5x4 II 4 3x6 II I 2-0-0 6-0-8 I 2-0-0 4-0-8 - Plate Offsets(X,Y)-- (1:0-2.4,0-1-3] LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.13 4-5 >574 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.25 4-5 >285 180 BCLL 0.0 • Rep Stress Incr YES WB 0.04 Horz(TL) 0.05 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 I (Matrix-M) Weight:24 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-1-13 REACTIONS. (lb/size) 1=221/0-5-8,3=107/Mechanical,4=114/Mechanical Max Horz 1=122(LC 12) Max Uplift1=-40(LC 12),3=-92(LC 12),4=-26(LC 12) Max Gray 1=221(LC 1),3=117(LC 17),4=134(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-390/293 WEBS 2-5=-278/238 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24f1;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 2.0.0,Interior(1)2-0-0 to 5-11-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate %I1111 grip DOL=1.60 ,Ot. /SII,, • 3)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. �•0 \Q J. 0 AF e, 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 %•` .,.•' •G E N�'• C•9 �e, tit between the bottom chord and any other members. , Q ••••\,\ `9e".2 �i 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(byothers)of truss to bearingplate capable of withstanding40 lb uplift at 1,92 lb uplift at joint 3 N O 581 2• 1 P PljointP 1 and 26 lb uplift at joint 4. : *: 1* 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. _ / • • s/Ih1111111". Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: • April 20,2016 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1893.12015 BEFORE USE. Design valid for use only with Mlleb'9 connectors.his design is based only upon parameters shown.and Is for an individual building component,not a truss system.Before use,the building designer must verify the grplIcabiity of design parameters and properly Incorporate ihls design into the overall indicting design. Bracing Indicated Is to txevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent tracing MiTek' is always required for stability and to prevent collapse with posstle personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSUTPI I Quality Criteria,DS8-89 and BCSI Building Component 6904 Parke East Blvd. Safety InformatIon available horn Truss Plate Institute-218 N.lee Street.Suite 312,Nexcxrdrla.VA 22314. Tampa.FL 33610 Job fruss (Truss Type Qty I Ply Riverside Homes/Bankston Res/JK 78470031 J1602'171JO3C !Corner Jack 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville.FL 7.640 s Sep 29 2015 Muck Industries.Inc. Wed Apr 20 12:08:15 2016 Page 1 ID:Et0?902t3mBsJiY_bfhnllzRmPt-9dBONACB7ggHBu7V WGOBiQiXWOK2gJvzMMI7IfzOrIE 2-0-0 6-0-8 I2.0.0 I 4-0-8 Scale=1:22.3 3 1 7.00 '1 7/ 4.00 12 4x4 i Nor c.) n 2 •, la 1 - 111110111111111111 II' l 3x6 I' 5 4 1.5x4 II 2.0.0I 6-0-8 I 2-0-0 4.0.8 Plate Offsets(X,Y)-- 11:0-2-4.0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.03 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(TL) 0.03 4-5 >999 180 I BCLL 0.0 ' Rep Stress Incr YES WB 0.03 Horz(TL) -0.09 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:24 lb FT=20% , LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-1-13 I be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=107/Mechanical,4.-10/Mechanical,5=345/0-5-8 Max Horz5=122(LC 12) Max Uplift3=-92(LC 12),4=-10(LC 1),5.141(LC 12) Max Grav3.117(LC 17),4=43(LC 3),5=345(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 5-11-12 zone;cantilever lett and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,`�%1! i I l/.Iii,, 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 `,`% \Q J. 07i /I,�, fit between the bottom chord and any other members. ,•• \\••,GEN .Q ,0 5)Refer to girder(s)for truss to truss connections. , Q •• $ 4 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 92 lb uplift at joint 3,10 lb uplift at joint 4 •• F•••. • and 141 lb uplift at joint 5. No 5812. • 7)"Semi-rigid pitchbreaks with fixed heels'Member end fixity model was used in the analysis and design of this truss. °•4,),.;0,1• //,�, • �� Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10N312015 BEFORE USE. I Design vc9kl for use only with MileicD connectors.INS design Is based only upon parameters shown,and is for an Individual building component.not • a truss system.Before use,the building designer must verify the oppf cabolty of design parameters and properly Incorporate this design Into the overall 1 building design. tracing Indicated Is to prevent buckling of IndiNduai truss web and/or chord members only. Additional temporary ami permanent bracing MiTek' h always required for stability and to prevent collapse with possible personal Injury and property damage. For gerseral gukWx:e regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,sec:ANSI/TPII Quality Criteria,058.89 and BCSI Building Component ( 6904 Parke East Blvd. I Safely Information available from leas Plate institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. 1 Tanga.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Bankston Res I JK T8470032 J16021. • J04 Jack-Open 17 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries.Inc.Wed Apr 20 12:08:16 2016 Page 1 ID:EtO?902t3mBsJiY_bfhnllzRmPt-dplPbW Dpu_pBo2i64zvQEdEgCQjjPIa7bOUgl5zOrl D F - 5-2-8 5-2-8 - Scale=1:13.1 3 3.00 12 , 3X4% 9 2 1- Oil 1 to N 011 • 4 3x6 II 5-2-8 { 5-2-8 Plate Offsets(X,Y)-- 11:0-2-4.0-2-3] _ - I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.05 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 1 BC 0.26 Vert(TL) -0.08 4-7 >772 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 1 ria n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-8 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.2 2-6-0 MiTek recommends that Stabilizers and required cross bracing 1 be installed during truss erection,in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 1=190/0-5-8,3=127/Mechanical,4=63/Mechanical Max Horz 1=58(LC 8) Max Uplift1=-67(LC 8),3=-86(LC 8),4=-5(LC 8) Max Grav1=190(LC 1),3=127(LC 1),4=88(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-288/113 NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45f1;L=24ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.0-0 to 3-0-0,Interior(1)3-0-0 to 5-1-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) for 3)'This truss has been dehis truss has been signed for lie load of 20.0psf on the bottom chord in all areas where a.0 psf bottom chord live load nonconcurrent with any other ll recve tangle 3-6-0 tall by 2-0-0 wide will ,``%�ds. \Q '�.I 0 A�i,,, fit between the bottom chord and any other members. ��' �\,••GEN C'9 �� 4)Refer to girder(s)for truss to truss connections. � Q .' S' ,l 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 67 lb uplift at joint 1,86 lb uplift at joint 3 .•• \- F•••• and 5 lb uplift at joint 4. No 5812. 1 6)'Semi-rigid pitchbreaks with fixed heels'Member end fixity model was used in the analysis and design of this truss. • le.,5: .n. iliP/4/1* • i /-.1/11111111" r �,,` 4. Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 A WARNING-Verity design parenreters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mk-7473 rev.IGWPJOIS BEFORE USE 111. Design valid for use only with Mileku connectors.This design Is based only upon p cramelers shown,and Is for an Indfvklual bulling component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always recrired for stability and to prevent collapse with possible personal k*ry and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and inns systems,seeANSI/1P11 Cutely Criteria,DS849 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty I Ply Riverside Homes/Bankston Res/JK T8470033 J160217 • JO4A Jack-Open 3 1 IJob Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries,Inc.Wed Apr 2012:08:16 2016 Page 1 ID:Et0?902t3mBsJiY_bfhnlIzRmPt-dplPbW Dpu_p8o2i64zVQEdEh?Qb7PN7b0Ugl5zOrl D I--—Z.p.p I 6-4-0 I 2-0-0 4-4-0 Scale=1:22.7 3 M, 7.00 12 N 4.00112 4x4% co c� c m. 2 1 ., 1 opill III IIII Ili • r ell —..111111111111 II ►/ ILV 5 1.5x4 II 4 3x6 !I 2.0.0I 6-4-0 I 2-0-0 4-4-0 Plate Offsets(X,Y)-- (1:0-2-4,0-1-3] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.15 4-5 >508 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.30 4-5 >250 180 BCLL 0.0 * Rep Stress Incr YES WB 0.04 Horz(TL) 0.06 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:25 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-1-13 REACTIONS. (lb/size) 1=232/0-5-8,3=115/Mechanical,4=117/Mechanical Max Horz 1=129(LC 12) Max Upliftl=-42(LC 12),3.99(LC 12),4=-25(LC 12) Max Grav1=232(LC 1),3=125(LC 17),4=139(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-414/303 WEBS 2-5=-294/247 NOTES- 1)Unbalanced root live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4lt;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 6-3-4 zone;cantilever left and right exposed;end vertical Zeit and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip .,%011111/911. DOL=1.60 ‘�� J. O' 1/I 3)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. ♦`•�\\'\p G E N A�Cq'• 4)•This truss has been designed for a live load of 20.Opst 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. �♦' •••\-\ `SF•••,i •• 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing late capable of withstanding 42 lb uplift at joint 1,99 lb uplift at joint 3 No 5812 and 25 lb uplift at joint 4. 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. • i • • • • rr►r►►►tl Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 • 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 i' __ o WARNING-Vern design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.101)3/2015 BEFORE USE. Design valid for use orgy with MITekS connectors.this design Is based only upon parameters shown.and Is(or on Individual boding component,not a Truss system.Before use.the building designer must verily the appllcabilty of design parameters and properly incorporate this design Into the overall bullring design. Bracing indicated Is to prevent buckling of IrdMdual truss web and/or chord members only. Additional temporary and permanent tracingMalek" is always required for stability and to prevent colicpse with possible personal injury and property damage. For general guidance regarding the fabrication.storage.delivery,erection and bracktg of trusses and truss systems.seeANSl/IPI I Quality Criteria,DS8-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Nate Institute,218 N.lee Street,Suite 312.AJexandda,VA 22314. Tampa.FL 33610 _ Job I Truss Truss Type Qty Ply Riverside Homes/Bankston Res/JK 78470034 J160217 , JO4C Jack-Open 1 1 l I Job Reference.(optional) 1 Manning Budding Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Wed Apr 20 12:08:17 2016 Page 1 ID:EtO?902t3mBsJiY_bfhnllzRmPt-50J nos ERf Hx?QCHIehOfngnmegzm8CSGq9EEqYzOrIC 2-0-0 8-0-0 F 2-0-0 1 6-0-0 Scale=1:28.2 3 7.00171-2- I N N 0 10 e, 6 4.0012 u>1v 4x4. a' 2 • 11 ttt� ■r. .MIIII cc - � 6 , I 1 1 4x4= =; 5 4 2x4 11 1 2-0-0 1 8-0-0 1 2-0-0 6-0-0 Plate Offsets(X,Y)-- [1:0-1-11 0,_1-121 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.05 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(TL) 0.06 4-5 >999 180 BCLL 0.0 ' Rep Stress Ind NO WB 0.02 Horz(TL) -0.08 3 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:37 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.2 ,I MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 1.11-15 be installed during truss erection,in accordance with Stabilizer Installation nide. REACTIONS. (lb/size) 3=160/Mechanical,4=-32/Mechanical,5=611/0-5-8 Max Horz5=169(LC 12) Max Uplift3=-138(LC 12),4=-32(LC 1),5=-222(LC 12) Max Grav3=174(LC 17),4=52(LC 3),5=611(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-208/309 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=241t;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 7-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate 3)Thisrip Dtru s hates been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `��0 `J•1 Q'II��10, 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 `•° \\,\Q AFG -0,� fit between the bottom chord and any other members. ,�•%,(e%•••�C E N S'••.9�,i 5)Refer to girder(s)for truss to truss connections. i 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 138 lb uplift at joint 3,32 lb uplift at joint 4:: No 5812 and 222 lb uplift at joint 5. • • 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. - *; 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)160 lb down and 117 lb up at 0-f)) r. on bottom chord. The design/selection of such connection device(s)is the responsibility of others. --0• • • • 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). O'• �4/4 • 41/ LOAD CASE(S)Standard ••, �' ^ .�/ Q P ��`�` 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 • lS -0 •. •`C.?,• Uniform LoaVertds P1f1-2=-54,2-3=-54,4-6=-20 ,,ie•'��A,�``Os Concentrated Loads(Ib) Vert:6=-152(F) Philip J.O'Regan PE No.58126 MRek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 1 o WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIb7473 rev.10113/20/5 BEFORE USE. ti Design valid for use only with Mltek¢u connectors.This design Is passparameters ed only upon pameters shown,and Is for an individual building component not . a truss system.Before use,the budding designer must verity the applicabllry of design parameters and property Incorporate this design into the overall holding design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additknal temporary and permanent bracing MiTek' is always required for stability and to prevent collgnse with possble personal Ini ry and properly damage. far general guidance regarding the 6904 Parke East Blvd.fabricati n,storage.delNery,erection and bracing of trusses and truss systems,seeANSI/iP11 Quality Criteria,DSB-89 and SCSI Building Component Safely InformatIon awilable from Truss Plate Institute,218 N.Lee Street.Suite 312.Ajexandrla.VA 22314. Tampa.FL 33610 __1 Job TrussTrud Type l Qty Ply Riverside Homes/Bankston Res/JK T8470035 J16021.7 r JO4D Jack-Open 5 1 __ Job Reference(optional) J Manning Building Supplies, Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries.Inc.Wed Apr 20 12:08:17 2016 Page 1 ID:EtO?902t3mBsJiY_bfhnllzRmPt-50JnosERf Hx?QCH lehQfngno6g0B8CGGqgEEqYzOrIC I 2-0-0 8-0-0 2-0-0 6-0-0 Scale=1:28.2 3 rI • 7.0012 cv 1 D M e3 4.00 12 a, 4 4x4% 4 2 1 VS ■/� Y r I CMR 3x6 i1 5 4 1.5x4 I 1 2-0-0 8-0-0 2-0-0 6-0-0 Plate Offsets(X,Y)-- (1:0-2-4.0-1-8) i LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.06 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(TL) -0.10 4-5 >729 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(TL) -0.09 3 Na 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 puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing [ SLIDER Left 2x4 SP No.2 2-1-13 I be installed during truss erection,in accordance with Stabilizer j Installation guide. REACTIONS. (Ib/size) 3=160/Mechanical,4=25/Mechanical,5=403/0-5-8 Max Horz 5=169(LC 12) Max Uplift3=-138(LC 12),5=-144(LC 12) Max Grav3=174(LC 17),4=93(LC 3),5=403(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24fh eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2.0-0 to 7-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) his truss has been for a sf bottom chord live load nonconcurrent with any other ve 4)'This truss has been designed for a li o.0 f load of 20.0psf on the bottom chord in all areas where alt rectangle 3-6-0 tall by 2-0-0 wide will `,•0 •%% /g, 3ds. it .1 07:??•I•,, fit between the bottom chord and any other members. �� ••GEN f's •� 5)Refer to girder(s)for truss to truss connections. �,Q •• . •' 2, 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 138 lb uplift at joint 3 and 144 lb uplift at •• di,..* . • • joints. No 5812. 7)'Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. IT *:• . ► Philip J.O'Regan PE No.58126 MI7ek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 mi t 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MH-7473 rev.10/03/2015 BEFORE USE. Design validfor use only with MIIek8 connectors.this design k individualbased only upon parameters shown,and Is for an inddual bolding component.not a truss system.Before use,the building designer must verify the applicability o1 design parameters and properly kscorporate this design into the ovoid) briding design. Bracing Indicated Is to prevent budding of IndMdual truss web and/or chard members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Y>fuy and property damage. For general guidance regarding the fabrication,storage.cfelNery,erection and tracing of trusses and truss systems.see-ANSI/Till Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bled. Slaty Information ava Nable from truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 i Job Truss Truss Type l Qty Ply Riverside Homes/Bankston Res/JK i 784700361 J160217 , JO4E Jack-Open 11 1 Job Reference(optional)_ Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Wed Apr 20 12:08:18 2016 Page I I D:Et0?902t3mBsJ iY_bfhnl IzRm Pt-ZCt9?C E3Qb3s2Lr U BOxuK2J2J DMOtfXQ3KznM_zO rl B I 2-0-0 ) 7-7-14 8.048- 2-0.0 5-7-14 0-4-2 Scale=1:27.1 3 it 7.00;12 10 aapp 42 4.00 12 to e 6x6------ e 2 1 a',l cif r( 3x6 11 5 4 1.5x4 II I 2-0-0 I 8-0-0 2-0-0 6-0-0 Plate Offsets(X,Y)-- (1:0-2-4,0-1-81,(2:0-3-0,0_2.81 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.05 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(TL) -0.09 4-5 >741 180 BCLL 0.0 • Rep Stress Incr YES WB 0.04 Horz(TL) -0.08 3 ria n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:36 lb FT=20% LUMBER- BRACING- TOP RACINGTOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc purlins. 2-3:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer SLIDER Left 2x4 SP No.2 2-1-13 Installation guide. REACTIONS. (lb/size) 3=160/Mechanical,4=25/Mechanical,5=403/0-5-8 Max Horz 5=165(LC 12) Max Uplift3=-137(LC 12),5=-147(LC 12) Max Grav3=174(LC 17),4=93(LC 3),5=403(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsl;h=25ft;B=45ft;L=24ft;eave=4tt;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2-0-010 7-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `t1111111111g1� 3)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. `� I, 4)*This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will .•' \,? AFQ,ij� lit between the bottom chord and any other members. `%%•Q�••• Ci E/�S+•• -T ' 5)Refer to girder(s)for truss to truss connections. •• �- F•"•• 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 137 lb uplift at joint 3 and 147 lb uplift at joint 5. ••• : No 5812. • 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. * : .* /, :a 40 •. �// Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 l 0 WARNMG•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mi-7473 rev.10/032015 BEFORE USE. __ Design valid for use only with N111ekN connectors.This design Is based only upon{arunetersan individual shown,and Is lot cdiv dual building component,not i a truss system.Before use,the bilking designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing IMiTek* Is always required for stability and to prevent collapse with rxnsible personal injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IDI I Quality Criteria.DSa-89 and SCSI Building Component j Safety Information avdlable from truss Plate Institute.218 N.lee Street,Suite 312,Alexandria VA 22314. Tampa.FL 33610 Job Truss I Truss Type Qty Ply I Riverside Homes/Bankston Res/JK 713470037 J160217 JO4F Lack-Open 1 1 _ Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc.Wed Apr 2012:08:18 2016 Page 1 ID:EtO?902t3mBsJiY_bfhnllzRmPt-ZCt9?CE3Qb3s2LrUBOxuK2J03DPVte1 Q3KznM_zOr1B 8-0-0 1 8-0-0 Scale=1:20.2 3 • 4.00 12 11 :11.1N 10 4x4 i 1 X 2 ; ; 01 1 111111111111111111111111111111111111111111111111111111111111111.11. ' c'? illiglill 1 f. 3x6 I I ••..................•P O O.•.•..•.•...•00.•.•.•.•..•.•:...::..0•:.❖.•.•.•.•:..•.:0•.•.•.•.• 54 1.5x4 I 8-0-0 8-0-0 Plate Offsets(X,Y)-_11:0-2-4,0-1-81 ______ .. _ _-___ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.04 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(TL) -0.11 4-5 >654 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(TL) 0.05 3 n/a ri/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:29 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 ' MiTek recommends that Stabilizers and required cross bracing I SLIDER Left 2x4 SP No.2 2-1-13 I be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=131/Mechanical,4=53/Mechanical,5=402/6-0-0 Max Horz 5=108(LC 12) Max Uplift3=-94(LC 12),5=-184(LC 12) Max Grav3=131(LC 1),4=97(LC 3),5=402(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-314/385 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25t1;B=45fh L=24ft;eave=4it;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 for 3)This truss truss has been designed for live e.0 psf bottom chord live load nonconcurrent with load of 20.Opsf on the bottom chord in all areasny other live where a rectangle 3-6-0 tall by 2-0-0 wide will `,,`�ds. .%111111111/#4,„OF,',., fit between the bottom chord and any other members. _ 4)Refer to girder(s)for truss to truss connections. � Q�.• G N S • �i 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 94 lb uplift at joint 3 and 184 lb uplift at joint •• F•••. • 5. .7. • • „,„. ••• : No 5812. ' 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. w Philip J.O'Regan PE No.58126 Meek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 MIMI 1 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MIfEK REFERANCE PAGE ME-7473 rev.18032015 BEFORE USE. Design valid for use only with Milek2%connectors.this design is based only upon txxanroters shown,and Is for an individual briding component,not a taus system.Before use,the building designer must verify the applk:abllty of design parameters and properly incorporate ihls design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal hilly and properly damage. For general guidance regarding the fabrication.storage,delivery.erection and bracing of trusses and truss systems,seeAN51/IPI1 Quality Criteria,DSB-89 and SCSI Budding Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute,218 N.Lee Street,Suite 312,PJexarxdrla.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Bankston Res/JK T8470038 J16021,7 . J05 JACK-PARTIAL GIRDER 2 1 Job Ref erence�0 tional) Manning Budding Supplies. Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Wed Apr 20 12:0819 2016 Page 1 I D:EtO?902t3mBsJiY_bf hnllzRmPt-1 OQXDYFhBvBjtVQh16S75FsE2dIrc47ZH.JKuOzOrIA 3-7-13 7-3-10 _ -H 3-7-13 + 3-7-13 Scale=1:14.4 NAILED 2.12 12 41- (I �fa NAILED 3x4= 13 3 3x4= NAILED 2 12 '� Y 1 11110q N Q - H (1 _111 -fir` • 14 7 15 6 5 NAILED 1.5x4 II NAILED 3x4= 3x6 II NAILED 0-0-6 3-7-13 7-3-10 0-0-6 3-7-7 3-7-13 Plate Offsets(X,Y)-- [1:0-2-0,0-3-121 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.02 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(TL) -0.04 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.14 Horz(TL) 0.01 5 rVa rt/a BCDL 10.0 ! Code FBC2014/TPI2007 (Matrix-M) Weight:32 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-6-0 be installed during truss erection,in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 1=276/0-4-3,4=172/Mechanical,5=228/Mechanical Max Horz 1=69(LC 4) Max Uplift/=-138(LC 4),4.122(LC 4),5=93(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-12=-250/142,2-3=-537/275 BOT CHORD 1-14=-317/535,7-14=-317/535,7-15=-317/535,6-15=-317/535 WEBS 3-6=-559/331 NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=4.2pst BCDL=3.Opsf;h=25ft;B=4511;L=24ft;eave=oft Cat.II; Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 ent with 3)This truss has been designed fofor r lie load of 20.0psf on the bottom chord.0 psi bottom chord live load inn all areasny other live where a rectangle 3-6-0 tall by 2-0-0 wide will ,``��\Pds. ''j'I 0�4.• ,�, tit between the bottom chord and any other members. �\\,••,GEN•, G,9 �� 4)Refer to girder(s)for truss to truss connections. �.% •' $•• 2 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 138 lb uplift at joint 1,122 lb uplift at joint 4� •• V F•••. and 93 lb uplift at joint 5. • No 5812. ' 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. • *:• ••:* ► 7)"NAILED"indicates 3-lcd(0.148'x3")or 2-12d(0.148'x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. L. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). • �'fl: /� a LOAD CASE(S)Standard i� •. �4 ' Z 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 • Uniform Loads(plf) ,� • ��; Q`.�. Vert:1-4=-54,5-8=-20 • /•O!••`• \ - Concen Ve11a4=-80(B)Loads b)6=45(8)13=-6(B)14=-1(B)15=8(B) ,i10, •• t'A� .,‘4 \ N Philip J.O'Regan PE No.58126 Wok USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 lg Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.1003/2015 BEFORE USE Design valid for use only with Mparameters connectors.This design Is based only upon shown,and Is for an Irtrllsidu al building component.not ^ a truss system.Before use,the bulking designer must verity the appllcab4lty of design parameters and properly Incorporate this design Into the overdl bulking design. BracIng Indicated Is to prevent buckling of IndMduci truss web and/err chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possble personal bitty and property damage. For general gulf-knee regarding the fabrication,storage,delivery,erection and bracing of Irises and truss systems,seeANSI/IPI I Quality Criteria,DSB-$9 and BCSI Budding Component 6904 Parke East Blvd. Safety Information avallable from Inas Plate Institute,218 N.Lee Street,Suite 312,Alexandrla.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply I Riverside Homes/Bankston Res/JK �1 78470039 J160217 • JO5A Jack-Partial Girder 2 1 i • Job Reference(optional) -_ Inc.Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries. Wed Apr 20 12:08:19 2016 Page 1 I D:EtO?902t3mBsJiY_bfhnllzRmPt-1 OQXDYFhBvBjNQhI6S7sFsEGdIPc5NZH JKuQzOrIA 1 36.5 I 7-0.70 3-6-5 3-6-5 -- Scale=1:13.9 2.1212 �� NAILED 4 3x4= 13 3x4 :7-- 3 NAILED 2 1 ' 12 >� 1 Slit r r; r �J 1 1 AIIIIIIIIIImmmmmmmi i ,4 15 6 5 SNAILED 1.5x4 II NAILED 3x4= 3x611 o-pp.�es 3-6-5 I 7-0-10 o-tl6 3-5-15 3-6-5 Plate Offsets(X,Y)-- (1:0-2-0.0-3-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.02 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(TL) -0.03 6-7 >999 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.13 Horz(TL) 0.01 5 Na n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:31 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=265/0-4-3,4=89/Mechanical,5=179/Mechanical Max Horz 1=66(LC 4) Max Uplitt1=-133(LC 4),4=-73(LC 4),5=-81(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-505/260 BOT CHORD 1-14=-301/504,7-14=-301/504,7-15=-301/504,6-15=-301/504 WEBS 3-6=-527/315 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=4511;L=24ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2) his ned for rent with any er live loads. 3)*This truss has been deuss has been signed ed fora a lie load of 0.0psf on the bottom chord.0 psf bottom chord live load rin all areas where a rectangle 3-6-0 tall by 2-0-0 wide will `,`,`\Q<<J.1 0 :? /,,, fit between the bottom chord and any other members. ��,•,........ G 4)Refer to girder(s)for truss to truss connections. �• .Z`.• C E N '• '92�, 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 133 lb uplift at joint 1,73 lb uplift at joint 4 z •• d .:* . and 81 lb uplift at joint 5. No 5812• 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. * . 7)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). / • LOAD CASE(S) Standard i'30: �� .1.4/11 4/1 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 ' Uniform Loads(plf) •• • � - Q• Q;••\. • Vert:1-4=-54,5-8=-20 Concentrated Loads Vert:13=-6(B)b1)4-1(B)15=8(B) ',�..II111 Al.I ,,`` Philip J.O'Regan PE No.58126 M11ek USA,Inc.FL Cert 8634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 SWI, 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 841-7473 rev.10/93,201S BEFORE USE. Design valid for use oNy with MtleitI connectors.This design Is based ordy upon paraneters shown-and Is for an Individual bolding component.not a truss system.Before use,the bullring designer must verify the applicability of design parameters aux,properly incorporate this design into the overall txlking design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Adallkrxtl temporary and pennanent bracing Marek Ls always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regadhg the tatrbntIon.storage,delivery,erection and bracing of trusses and Inns systems,seeANSI/1PtI Quaity Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. i ! Safety Information mailable from truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 - I Job Truss I Truss Type Qty Ply Riverside Homes I Bankston Res I JK 78470040 J16021. a J06 Jack-Partial Girder 1 I 1 I Job Reference(optional Manning Building Suppkes. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries,Inc.Wed Apr 2012.08:20 2016 Page 1 ID:Et0?902t3mBsJiY_bflnllzRmPt-Vb_vQuGJyCJZHf?tJpzMPTPKk14vLW Yj W eSuRtzOrl9 1-6-12 _ i 2-9-15 1 6-10-12 { 11-3-0 i 1-6-12 1-3-4 4-0-13 4.4-5 4 i Scale=1:26.7 4.95 12 NAILED 14 3x4% I LI NAILED 3 SOO 13 � r. _ o 283 i NAILED v - 4x10 2 0141 1 C I' 1 1 157 16 6 3s6 H NAILED 3x4__ NAILED 5 1.5x4 I 3x4= NAILED 2-9-3 21115 6-10-12 i 11-3-0 i 2-9-3 0412 4-0.13 4-4-5 Plate Offsets(X,Y)-- [1:0-2-0.0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.02 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(TL) -0.06 6-7 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.19 Horz(TL) -0.01 4 Na n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:57 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, Except: WEBS 2x4 SP No.2 10.0-0 oc bracing:5-6. SLIDER Left 2x4 SP No.2 2-11-4 REACTIONS. (lb/size) 4=187/Mechanical,5=143/Mechanical,8=601/0-7-12 Max Horz8=154(LC 8) Max Uplift4=-157(LC 8),5=-62(LC 8),8=-308(LC 8) Max Grav4=205(LC 36),5=159(LC 3),8=637(LC 39) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-13=-272/185 BOT CHORD 1-8=-781/395,8-15=-848/300,7-15=-848/300 WEBS 2-8=-571/237,2-7=-397/989 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=4.2psi;BCDL=3.0psf;h=25ft;B=45ft;L=24f1;eave=oft;Cat.II; Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 `o t 111 U 11,/ plate grip DOL=1.60 s‘‘ \? J 0' //// 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `g�A, \Q C E• •N A�`�9•ice', 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. �� Q ••••\,"j SFS';� '. 5)Refer to girder(s)for truss to truss connections. •NO 5812. 1• 6)Provide mechanical connection(byothers)of truss to bearingplate capable of withstanding157 lb uplift at joint 4,62 lb uplift at joint 5: and 308 lb uplift at joint 8. 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 8)'NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. - -0; a 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)129 lb down and 65 lb up at 0-0-S ,F. 1Q and 129 lb down and 65 lb up at 0-0-0 on top chord,and 32 lb down at 0.0.0,and 32 lb down at 0-0-0 on bottom chord. The O• / / desigNselection of such connection device(s)is the responsibility of others. •• •. /�/ (-%P;:�. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). •i s ^ •- . • `f ,‘% LOAD CASE(S)Standard _ - 'fit/s�,•"A,�,00 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase 1.25 Concentrated Loads(Ib) Philip J.O'Regan PE No.58126 Vert:1=-172(F=-86,B=-86)8=-2(F)9=-64(F=-32,B=-32)14=-31(F)15=54(F) MfTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 Continued on page 2 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10433@016 BEFORE USE. imit Design valid for use only wllti MIIek&9 connectors.This design is Ixaed only upon rxnarnotors shown,and Is for an Individual building component,not a test system.Before use,the balling designer must verify the applicability 01 design parameters and property incorporate this design Into Ito overall bulling design. Bracing indicated is to prevent bucktIng of IndNIdu al truss web and/or chord members only. Additional temporary and permanenl bracing MiTek' is always recaired for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regartlng the 6904 Paike East Blvd. Ictxk:allon,storage.delivery,erection and bracing of trusses and truss systems,seeANSl/1PI I Quality Criteria,D5B-89 and BCSI Building Component ! Tampa.04 East Safely Information available from Truss Plate Institute.218 N.Lee Street.Stlle 312.Alexandria,VA 22314. __ i Job Truss I Truss Type Qty Ply Riverside Homes/Bankston Res/JK 78470040 J160217r J06 Jack•Partial Girder 1 1 • _ ___ :Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Wed Apr 20 12:08:20 2016 Page 2 ' ID:EtO?902t3mBsJiY_bfhnlizRmPt-Vb_vQuGJyCJZHf?tJpzMPTPKk14vLWYjWeSuRlzOr19 LOAD CASE(S) Standard Trapezoidal Loads(plf) Vert:1=0(F=27,B=27)-to-2=-40(F=7,B=7),2=-0(F=27,B=27)-to-4=-112(F=-29,B=-29),9=0(F=10,B=10)-to-8=-15(F=3,B=3),8=0(F=10,B=10)-to-5=-41(F=-11,B=-11) 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MI Iola)connectors.Ibis design is based only upon pxsametors shown,and Is for an Individual building component.not , a truss system.Before use,like I.villding designer must verify the applicability of design parameters and properly Incorporate this design Into the overall i building design. Bracing Indicated Is to prevent txrcking of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Initay and property damage. For general guidance regarding the I fabrication,storage,delivery,erection and tracing of pusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available horn truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 'Job Truss truss Type Qty Ply Riverside Homes/Bankston Res/JK T8470041 J160217 . J06A Jack-Partial Girder 1 1 Job Reference(optional)__ l Manning Building Supplies, Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Wed Apr 20 12:08:21 2016 Page 1 ID:Et0?902t3mBsJiY_bfhnllzRmPt-znYleDHxjW RQvpa3tW UbxgxVvRN?4zUslICRzJzOrl8 I 1-6-12 i 2.9-15 I 6-9-4 I 11.0.0 -H 1-6-12 1-3-4 3-115 4-2-13 4 ,r - Scale=1:25.3 i 4.95112 NAILED 14 3x4% I ! NAILED 3 13 �I m ro d 283 I NAILEDIllhhhhhhhh.. e 4x10 004111111411 2 d got* OPE :i rorli ....01111111111111111111111111110.- 15 7 16 6 3x6 II NAILED 3x4= NAILED 5 1.5x4 11 3x4= l 2-6-3 2-9-1 6-9-4 I 11-0-0 2-6-3 03-1t 3-115 _ 4-2-13 Plate Offsets(X,Y)-- (1:0-2-0,0-1-8] ____ LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (Inc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.02 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber IDOL 1.25 BC 0.45 Vert(TL) -0.08 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.21 Horz(TL) -0.01 4 Na n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:55 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.2 SLIDER Left 2x4 SP No.2 2-11-4 REACTIONS. (lb/size) 4=179/Mechanical,5=226/Mechanical,8=698/0-7-12 Max Horz8=144(LC 25) Max Upiiit4=-151(LC 8),5=-84(LC 7),8.312(LC 8) Max Grav4=195(LC 29),5=230(LC 3),8=698(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-13=-309/219,3-13=-282/209 BOT CHORD 1-8=-746/383,8-15=-832/304,7-15=-832/304 WEBS 2-8=-639/248,3-6=-266/259,2-7=-411/1031 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0-18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 ',`1111111111,�'' plate grip DOL=1.60 ,0 J O /• 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. %% \Q Atc ii 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 •".Z�\ C•E ft,''• 0/ ' . tit between the bottom chord and any other members. . Q ••'•�-� &k:'.•.� 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(byothers)of truss to bearingplate capable of withstanding151 lb uplift at 4,84 lb uplift at joint 5: No 5812 P P jointP 1 and 312 lb uplift at joint 8. *: * 7)'Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. - / 8)"NAILED"indicates 3-10d(0-148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. •• -p; • e 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)125 lb down and 63 lb up at 0.0-S. . //, 4 . • • :(i z• and 125 lb down and 63 lb up at 0-0-0 on top chord,and 31 lb down at 0-0-0,and 31 lb down at 0-0-0 on bottom chord. The •O' / / 4/ design/selection of such connection device(s)is the responsibility of others. �• '• / Q Q;•'\. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). •j ?la,' s •17 •• G`�.' LOAD CASE(S)Standard _ ,'?l a,'j�� A.1.-.•. ;. �,` 1)Dead+Roof Live(balanced):Lumber Increase_1.25,Plate Increase 1.25 Concentrated Loads(lb) Philip J.O'Regan PE No.58126 Vert:1=-167(F=-83,B=-83)2=-14(B)9=-62(F=-31,B=-31)14=-31(B)15=-66(B)16=-86(B) MITek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 Continued on page 2 my. 1 � 0 WARNING-Verily design param.tors and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rov.10/03/2015 BEFORE USE Design valid for use only with Mitek&connectors.this design Is bared only upon parameters shown.and is for an Indlvkival bidding component not a Inas system.Before use,the bulking designer must verify the applicability of design Iuraameters awl properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and properly damage. for general guidance regarding the fatrk:atk>n storage.delivery,erection and tracing of trusses and truss systems,so riANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information ovcilable from loss Plate Institute,218 N.Lee Street Sante 312 NezorWrka.VA 22314. Tampa,FL 33610 Job truss iTruss Type Qty Ply Rrverside Homes/Bankston Res/JK T8470041 J1602)7 . JO6A Jack-Partial Girder 1 1 Job Reference(optional_. Manning Building Supplies. Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Wed Apr 20 12:08:21 2016 Page 2 I D:EtO?902t3mBsJiY_bfhnllzRmPt-znYleDHxj W RQvpa3tW UbxgxVvRN?4zUsiICRzJzOrl8 LOAD CASE(S)Standard Trapezoidal Loads(pit) Vert:1.0(F=27,13=27)-to-2=-40(F=7,8=7),2=-0(F=27,B=27)-to-4=-108(F=-27,B=-27),9=0(F=10,B=10)-to-8=-15(F=3,B=3),8=0(F=10,B=10)-to-5=-40(F=-10,B=-10) • f 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE Mill Design valid for use only with MilekSI connectors.Rill design Is based only upon parameters shown.and Is for an kxlMduol building component.not a truss system.Before use,the building designer must verily the applicabilty of design parameters and properly incorporate this design Into the overall building design. BracIng Indicated Is to prevent buckling of Indfvkival truss web add/or chord members only.Additional temporary and permanent bracing M iTek' is always required for slat-Ally and to prevent collapse with possible personal injury and properly damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and tr ss systems,seeANSI/IPI l Qual y Criteria,DSS-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available.from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA22314. Tampa,FL 33610 , Job "Truss 'Truss Type Qty Ply Riverside Homes/Bankston Res/JK 78470042 J16021J . J07 Jack-Partial Girder 2 1 Job Reference(optional) Manning Building Supplies. Jacksonville,FL 7.640 s Sep 29 2015 MTek Industries.Inc. Wed Apr 2012:06:22 2016 Page 1 ID:EtO?902t3mB$JiY_bihnllzRmPt-Rz6grZlaUgZH W z9FQE0gUuUkrrg_pSE?_yx?VIzOrI7 1-6-12 i 2-9-15 I 5-8-9 } 8-10-12 I 1-6-12 1-3-4 2-10-10 3-2-2 NAILED Scale:1/2'=1' 4 rri '9 I 4.9512 i, to NAILED 3x4 3 nI 2.83 I NAILEDe00000111110111110) oi 4x44 C. ; to 2 rn Al1 iii ,1, �/ 73x4= 14 6 NAILED NAILED 5 3x6 11 3x4= NAILED 0-9-6 2-9-15 I 8-10-12 I 6 2-9-9 6-0-13 Plate Offsets(X,Y)-- [1:0-2-0,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (hoc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) -0.06 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.22 6-7 >482 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.12 Horz(TL) -0.01 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:43 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-11-4 REACTIONS. (lb/size) 1=279/0-7-0,4=209/Mechanical,5=474/Mechanical Max Horz 1=165(LC 8) Max Uplift1=-49(LC 4),4=-i83(LC 8),5=-179(LC 8) Max Gray 1=279(LC 1),4=226(LC 29),5=474(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-758/151 BOT CHORD 1-7=-283/695,7-14=-214/355,6-14.214/355 WEBS 3-6=-453/273,3-7=-82/491 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24f1;eave=4f1;Cat.II; Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 %11111/. plate grip DOL=1.60 `�S‘,, O,R��1i 3)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. .s \Q i� 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 ,_• se..••�G E N S+••" T '�� fit between the bottom chord and any other members. •• V F•••• • 5)Refer to girder(s)for truss to truss connections. : • 6)Provide mechanical connection(byothers)of truss to bearingplate capable of withstanding49 lb uplift atjoint 1,183 lb uplift at joint 4� No 5812 PP p and 179 lb uplift at joint 5. *:• •�* 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. - i 8)"NAILED"indicates 3-1Od(0.148"x3")or 2-12d(0.148'x3.25')toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. =-,0; • • 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). . •• //./, •.(V O (v • LOAD CASE(S)Standard moi• ••• / Q;•�� `�� 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 •i • ,�••• • Q . Concentrated Vert:4=-6Loads 7(B)b7=-2(B)6=-99(B)14=-66(B) 'I�SS�I„A! ‘...\:•-' S�`` Trapezoidal Loads(plf) 11110. Vert:1=0(F=27,B=27)-to-2=-38(F=8,B=8),2=-38(F=8,B=8)-to-4=-120(F=-33,B=-33),8=0(F=10,B=10)-to-5=-44(F=-12, Philip J.O'Regan PE No.58126 B=-12) Mitek USA,Inc.FL Cell 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10103/2015 BEFORE USE mll. Design valid for use only with MlleicV connectors.Itis design Is bcsed only upon rzxamoters shown,and Is tot an indhAdual txolding component,not a truss system.Before use,the b Ading designer must verify the applicability 01 design parameters and preverly Incorporate tins design Into the overall j building design. Bracing indicated Is to prevent buckling of Individual trios web cod/or chord members only.Additional temporary and permanent bracing MNTek Is always required for stability and to prevent collapse with possible personal Inpsy and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and Inns systems,SeeANSI/lP1I Qualify Criteria,DS8-09 and BCSI Building Component 6904 Parke East Blvd. Safety Irnformalon available from truss Plate institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss I Truss Type Qty i Ply Riverside Homes/Bankston Res/JK 78470043 J160217 . J07A Jack-Partial Girder 2 1 'Job Reference(optional) Manning Building Supplies. Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries,Inc.Wed Apr 20 12:08:22 2016 Page 1 I D:Et0?902t3mBsJiY_bthnllzRmPt-Rz6grZiaUgZH W z9FOE0gUuUkErh6pST?_yx?VlzOrl7 1.6-12I 2-9-15 } 5-7-1 I 8-7-12 1-6-12 1-3-4 2-9-2 3-0-10 Scale=1:22.6 4 v ,ril • 4.951-1-2- NAILED 3x4 31 ' 2.83112 NAILED • 4x4 i a:1000001111101.IN ccg 2 (I/ 1iK•Abhhhhhh.. 1 illria. .1 a NMI I A , 73x4- 14 6 NAILED NAILED 5 3x6 I 3x4= 0-94 2.8 15 , 8-7-12 I 0-0-6 2-9-9 5.9-13 Plate Offsets(X,Y)-- 11:0-2-0,0-1-8] ___ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deil Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.05 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.18 6-7 >579 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.10 Horz(TL) -0.01 4 n/a n/a BCDL 10.0 Code FBC20141TPI2007 (Matrix-M) I Weight:42 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-11-4 REACTIONS. (lb/size) 1=261/0-7-0,4=132/Mechanical,5=362/Mechanical Max Horz 1=154(LC 8) Max Upliftl=-48(LC 7),4=-106(LC 8),5=-143(LC 8) Max Gray 1=261(LC 1),4=148(LC 29),5=362(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-694/137 BOT CHORD 1-7=-262/637,7-14=-198/329,6-14=-198/329 WEBS 3-7=-77/447,3-6=-423/255 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2pst;BCDL=3.Opsf;h=25f1;B=45f;L=241t;eave-411;Cat.II; Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 `,0111111/11� plate grip DOL=1.60 �� Sii 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,kv \Q �' :if '� 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 `��.�.�\�;••GEN C,9 �� fit between the bottom chord and any other members. Q •' V FS';2 •. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(byothers)of truss to bearingplatecapable of withstanding48 lb uplift at 1,106 lb uplift at joint't No 5812 • P jointP 1 and 143 lb uplift at joint 5. : *: t* 7)'Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. _ 8)"NAILED"indicates 3-10d(0.148"x3')or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. ►-,D; • • e 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). i- /4// (V,; O LOAD CASE(S)Standard �•. ,�/ Q P•'\' 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Concentrated Loads Vert:7—2(F)(14=-66(F)lb) ''/0 A\ 00 Trapezoidal Loads(plf) Vert:1=0(F=27,B=27)-to-2=-38(F=8,B=8),2=-38(F=8,B=8)-to-4=-117(F=-31,B=-31),8=0(F=10,B=10)-to-5=-43(F=-12, Philip J.O'Regan PE No.58126 B=-12) MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 Q WARNING-Verify design parameter and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1QV3r1015 BEFORE USE. ill . Design valid for use only with Milekito connectors.lls design Is based only upon parameters shown,and Is to an kxilvidual fielding component,not a truss system.Before use,the bulking designer must verify the opplicobilty of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent trickling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collc>nse with posstble personal injury and property damage. For genera guidance regarding the 6904 Parke East Blvd. tcsbddoflon,storage,delivery,erection and tracing of lipases and truss systems,seeANSI/Wl l Quilty Criteria,D5B-99 and BCSI Bulking Component Safety Information available Corn Inas Pate Institute,218 N.Lee Street.Suite 312./dexaiirla,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Bankston Res/JK 78470044 J160217 ' J08 Corner Jack 21 1 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries,Inc.Wed Apr 20 12:08:23 2016 Page 1 I D:EtO?902t3mBsJiY_bfhnl IZRmPt-w9g23vICF7h887kS_XX3151 ynEAnYwJ9CchY l CzOrl6 I 2-4-3 I 2-4-3 Scale=1:10.6 4.00 12 2 Ir 1 N • O 1, ,= 3 354= I 2-4-3 2-4-3 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (lac) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(TL) -0.00 3-6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 n/a n/a 1 BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:10 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer , Installation guide. REACTIONS. (lb/size) 1=87/0-5-8,2=63/Mechanical,3=22/Mechanical Max Horz 1=32(LC 12) Max Upliftl=21(LC 12),2=-42(LC 12) Max Gray 1=87(LC 1),2=63(LC 1),3=37(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=2411;eave=oft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical 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. `,��01111111/1 li� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 21 lb uplift at joint 1 and 42 lb uplift at joint `,•sO\Q J. 0'RF 11 • 6)"Semi-rigid pitchbreaks with fixed heels'Member end fixity model was used in the analysis and design of this truss. •s e No 5812. ..:-53.' , ii''';;911 .:/ Al... .‘'4%s s"::I:: Philip J.O'Regan PE No.58126 Wee USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M9.7473 rev.10w3I2018 BEFORE USE Design valid for use only with Mllek&connectors.This design is ixlseci only urxm parameters shown.and Is for an Irvilvidual tending comrxoru:nl,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stablltty and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the 6904 Parke East Blvd.fabri ration,storage,delivery.erection and bracing of trusses and truss systems.seeANSI/lPt I Quality Criteria,DS8-89 and SCSI Bulking Component Safety Information ava labie tram truss Plate Institute.2t8 N.Lee Street.Suite 312,Alexandria,VA 22314. i Tampa.FL 33610 Job Truss Truss Type Qty Ply I Riverside Homes/Bankston Res/JK T8470045 J16021.7 a JO8A Corner Jack 1 1 1 Job Reference(optional) _ Manning Building Suppies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Wed Apr 20 12:08:23 2016 Page 1 ID:EtO?902t3mBsJiY_bfhnllzRmPt-w9g23vICF7h887kS xX3151ynEAnYwJ9CchYlCzOrl6 2-4-3I I 2-44 Scale=1:10.6 4.00112 2 ii0111111111111111111114 1 N O O 3 11111 354= I 24-3 I 2-4-3 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(TL) -0.00 3-6 >999 180 BCLL 0.0 ' Rep Stress!nor YES WB 0.00 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:10 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installationguide. REACTIONS. (lb/size) 1=87/0-5-8,2=63/Mechanical,3=22/Mechanical Max Horz1=32(LC 12) Max Upliftl=-21(LC 12),2=42(LC 12) Max Gray 1=87(LC 1),2=63(LC 1),3=37(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25f1;B=45ft;L=24tt;eave=oft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical 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 20.0pst 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. ,,,11111111//1' 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 21 lb uplift at joint 1 and 42 lb uplift at joint ,,,�;��Q sl• O A. "I 6)'Semi-rigid pitchbreaks with fixed heels'Member end fixity model was used in the analysis and design of this truss. •� 9 Y Ys 9 ` 4ZT..OGEN5+ •.;•W #i i No 5812. � . 77:1.1O' 74 ....-.4;i..4:-. 4 ,,III/11111lt t Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MM-7473 rev.10/932015 BEFORE USE INI' Design valid for use only with MI IokISS connectors.this design Is based only upon n paanelers stwwn.and Is for on indlvkival bulding component,not a truss system.Before use,the building designer must verify the applicability of design parameters end properly kx:ori irate this design Into the overall balking design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possble personal injury and property d rnoite. For general gulch-awe regadrng the fabrication,storage.delivery,erection and tracing of trusses and truss systems,seeANSI/IPI I Quaky Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Soley'Norm:Mon available from'truss Plate Institute,216 N.lee Street.Stile 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Bankston Res/JK T6470046 J1602W ' JO8B Corner Jack — 1 1 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Apr 20 1208:24 2016 Page 1 ID:Et0?902t3mBsJiY_bfhnllzRmPt-OMEQGFJq?Rp?mGJeYf2IZJZ7XeW OHNZI RGQ5aezOrl5 2-4-3 I I 2-4-3 Scale=1:10.6 4.00 12 2 X. 1 t— m .. 0 i •7 ) c 3 3x4= 2-4-3 I 2-4-3 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loo) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1,25 TC 0.04 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(TL) -0.00 3-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:10 lb FT=20% _i_ LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing ' be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical. (Ib)- Max Horz 1=32(LC 12) Max Uplift All uplift 100 lb or less at joint(s)1,2 Max Gray All reactions 250 lb or less at joint(s)1,1,2,3 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psi;h=25ft;B=45f1;L=24ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical 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 20.0pst 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. 4truss to truss 1111/1. 5)Refer to Provide mechanicaler(s) rconnection(byotherconnections. ttof truss to bearingplate capable of withstanding100 lb uplift at joints 1,2. ,��tt Q •,a11 0 R'41 ) P P joint(s)) 6)Non Standard bearing condition. Review required. ,s�\\.._,GEN �Q_..0,- 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. �s,Q .• . s••.••,y - 8)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. • V • -- No 5812. ' • • • Philip J.O'Regan PE No.58126 MRek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 Ip lei. o WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.10/032015 BEFORE USE. Design valid for use only with Mileka conneckxs.This design Is based only upon parameters shown,and is for on kidlvlduai txridlrtg component.riot 1 a truss system.Before use,the buuiding designer must verify the applicability of design parameters and properly Incorporate This design into the overall bulking design. Bracing Indicated is to prevent buckling of IndMdual truss web extol/or chord members only. Additional temporary and permanent tracing MiTek. Is always required for sk>bilny and to prevent collapse with possible personal I nfray and property damage. For general gridmce regarding the 6904 Parke East Blvd. fabrication.storage.delivery.erection and bracing of trusses and Inns systems.seeANSI/IPl l Quality Criteria,DSB-89 and BCSI Building Component Soley Informallon avabable from Truss Flare knseNte,218 N.lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 I Job Truss Truss Type Oty Ply Riverside Homes I Bankston Res/JK T8470047 ii J1602k7 ' JO8C Corner Jack :1 1 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Wed Apr 20 12:08:24 2016 Page 1 I D:Et0?902t3mBsJiY_bihnllzRmPt-OMEOGFJq?Rp?mGJeYf2IZJZ7NeW tHN?IRGQ5aezOrl5 l -- 2-0-0 1 2-4.3 I 2-0-0 0-4-3 Scale=1:10.6 I 4.00'12 3 2x4 II 1 1 • PI galimmiiimi 3x4= Iii,- 4 1.5x4 H5 I t1 1-0-0 1-2.22-4-3 I 1-0-0 0-2-2 1-2-2 --- LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (hoc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(TL) 0.00 5 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.04 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:10 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 3=-22/Mechanical,4=-7/Mechanical,5=199/0-5-8 Max Horz 5=32(LC 12) Max Uplift3=-26(LC 3),4=-7(LC 1),5=-113(LC 12) Max Grav3=4(LC 8),4=11(LC 12),5=199(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2ps1;BCDL=3.0psf;h=25ft;B=451t;L=24th eave-oft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4 except(jt=lb) ',`‘11111111r,�, 5=113- ��S .t 0' 1 6)"Semi-rigid pitchbreaks with fixed heels'Member end fixity model was used in the analysis and design of this truss. ` 11, `�s ��\? • • RFC ,, ..,:z .• \GENS• . .4,'0 • No 5812. I. *. :• * -1. i d/ :4/a .:7i • i0 'ell, •,I AL E�Cj%r i Os r/unnli Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 1 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11•7473 row.1OW3l1015 BEFORE USE. 1111 i Design valid for use only with Miteke connectors.This design is based only upon parameters shown,and Is for an kxdivkdual building component,not a truss system.Before use,the bulking designer must verity the appilcabllty of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web card/or chord members only. Additional temporary end permanent bracing MiTek Is always required for stability and to prevent calk se with possble personal Ir*ry and property damage. I or general guidance regarding the fabrication.storage,delivery.erection and bracing of trusses and truss systems,seeANSI/lPt I Qualify Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate institute.218 N.lee Street,Suite 31'l.Nexandrkr,VA 22314. Tampa,FL 33610 'Job Truss MSS Type Qty Ply Riverside Homes/Bankston Res/JK T6470048 J16021,7 . J09 Corner Jack 10 1 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MTek Industries,Inc. Wed Apr 20 12:08:25 2016 Page 1 I D:EtO?902t3mBsJIY_bfhnllzRmPt-sYooUbKSmIxsNQug6MZX6W 6HQ2mL0gLSgwAf64z0r14 2-0-0 4-4-3 _ 2-0-0 I 2-4-3 Scale=1:16.9 3 7.00 F-12 Y 4.00 FIT 4x4 i 2 m o, O N 1 •� N l 10000111111111 1 111 Odd. I iji iimmimimiimiimmini . 5 4 1.5x4 I! 3x6 :I I 2-0.0 4-4-3 2-0-0 2.4.3 r Plate Offsets(X,Y)-- (1:0-2-4,0-1-81 ---- – — LOADING(psi) I SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.04 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.07 5 >783 180 BOLL 0.0 " Rep Stress lncr YES WB 0.03 Horz(TL) 0.02 1 n/a rVa BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:19 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-1-13 REACTIONS. (lb/size) 1=159/0-5-8,3=62/Mechanical,4=97/Mechanical Max Horz 1=81(LC 12) Max Uplift/=-30(LC 12),3=53(LC 12),4=-31(LC 12) Max Grav1=159(LC 1),3=67(LC 17),4=100(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-253/216 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;8=451t;L=24ft;eave=4tt;Cat.II; Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 4-3-7 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `�%t11I1 i I I I IIIA 3)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. `� 4)*This truss has been designed for a live load of 20.0psi on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will NSA \Q J �7:1 ,./.,j tit between the bottom chord and any other members. •%%�\••".E"is** Cq �'i 5)Refer to girder(s)for truss to truss connections. �� c ..�\.. SFS.• 2 � 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3,4. •• • 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. No 581 2 ‘1/, i • • ./I',,SII;'ii A'� oN Philip J.O'Regan PE No.58126 MfTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 is... Q WARNING•Verify dglyn perametore and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1.11-7173 rev.10/03J1015 BEFORE USE. Design valid for use only with Mitek®connectors.Ills design Is based only upon parameters shown,and Is for an Individual bolding component not a tnss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with posstbde personal injury and property damage. For general guidance regarding the fabrication.storage.delivery,erection and bracing of trusses and Miss systems,seeANSI/IP11 Qualify Crttsrla,DSB•89 and BCSI Building Component 6904 Parke East Blvd. i Safety Information available from truss Plate Institute,218 N.Lee Street,Suite 31?.Alexandria.VA 22314. Tampa.FL 33610 ' Job Truss Truss Type Qty Ply Riverside Homes I Bankston Res/JK 78470049 J160217 . JO9A Corner Jack 2 1 Job Reference optional) Manning Building Supplies, Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Wed Apr 20 12:08:25 2016 Page 1 I D:Et0?902t3mBsJiY_bthnllzRmPt-SYooUbKSmIxsNQug6MZX6W6HQ2mLOgLSgwAt64zOr14 2-0-0 4-4-3 I 2-0-0 I 2-4-3 Scale=1:16.9 3 7.00 12 51' ) 4.00 12 4x4 2e> iO N 000,000:1 N 1 :N. lifil • : al A 111 1 , . 5 4 3x6 11 1.5x4 II 2-0-0 i 4-4-3 I 2-0-0 2-4-3 Plate Offsets(X,Y)-- [1:0-2-4 0-1.71 LOADING(pst) SPACING- 2-0-0 1 CSI. DEFL. in (loc) Weft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.04 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.07 5 >783 180 BCLL 0.0 • Rep Stress Incr YES WB 0.03 Horz(TL) 0.02 1 n/a Na BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:19 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. WEBS 2x4 SP No.2 1 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-1-13 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical. (Ib)- Max Horz 1=81(LC 12) Max Uplift All uplift 100 lb or less at joint(s)1,3,4 Max Gray All reactions 250 lb or less at joint(s)1,1,3,4 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-253/216 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=4.2ps1;BCDL=3.Opsf;h=25ft;B=45ft;L=241t;eave=41t;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Intenor(1)2-0-0 to 4-3-7 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,ttttt111111//,�' 3)This truss has been designed for a 10.0 pst bottom chord live toad nonconcurrent with any other live loads. ,�� Q j. 0'A 1,� 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 `% \\,� ••FQ ,j fit between the bottom chord and any other members. s% s•Z •••\c E N S`•.. 1,,• 5)Refer to girder(s)for truss to truss connections. •• �' ks. i 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3,4. : N O 5812• • 7)N/A *:• : 8 )"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 9)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. / • i�• ;//74 •4�� 7;;; , • " .•els/1111 Ai 00 Philip J.O'Regan PE No.58126 MITek USA Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 0 WARNING-Vairy design param.1.rs and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AIIF7473 ray.10/13/2015 BEFORE USE. Design valid for use only with MilekiS connectors.Ihls design Is tx.sed only upon parameters shown.and Is for an Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall i budding design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Wok' k Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarck g the 6904 Parke East Blvd. fabrication,storage.delivery,erection and bracing o1 trusses and inns systems,seeANSI/TPIl Quality Criteria,OSB-89 and SCSI Bulking Component Safety Information available from fuss Plate institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 it Job Truss I Truss Type Qty j Ply Riverside Homes/Bankston Res/JK ' 18470050 J160217 . J10 Corner Jack 4 1 'Job Reference(optional) Manning Building Supplies. Jacksonville,FL 7.640 s Sep 29 2015 MTek Industries.Inc. Wed Apr 20 12:08:26 2016 Page 1 ID:EtO?902t3mBsJiY_bfhnl IzRm Pt-KkLBhxL4X23j?aTl f 44mekfOSSOQIHObuavCeWzOrl3 2-0-0 6-4-3 I 2-0-0 4-4-3 Scale=1:22.7 3 7.00 12 Ui 4.00 12 a;t 4x4 i y 6- m 2 1 :, c 5 1.5x4 II 4 3x6 I I 2-0-0 I 6-4-3 I 2-0-0 4-4-3 _ _Plate Offsets(X,V)-- [1:0-2-4,0-1-3) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.15 4-5 >505 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.30 4-5 >248 180 BCLL 0.0 • Rep Stress Incr YES WB 0.04 Horz(TL) 0.06 1 ria n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:25 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-1-13 REACTIONS. (lb/size) 1=233/0-5-8,3=116/Mechanical,4=117/Mechanical Max Horz 1=129(LC 12) Max Upliftl=-42(LC 12),3.100(LC 12),4=-25(LC 12) Max Gray 1=233(LC 1),3=126(LC 17),4=140(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-415/304 WEBS 2-5=-295/247 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=4.2psf;BCDL=3.Opsl;h=25ft;B=45th;L=2411;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 6-3-7 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip ``e%t I11I I t Rags' DOL=1.60 �� •I 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,�� \Q .- AF ��-e 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 `�� \\„.• ........ E N Se*.`• C1 0, fit between the bottom chord and any other members. Q * 2 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3,4. N O 581 2 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. *: •;* • -0•. i • , ie • �' - O P••\ `�� X11 SN/,/ AL,;`,,�`, tltfiiiti Philip J.O'Regan PE No.58126 MRek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 0 WARNING-Verify doggn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10/03/1015 BEFORE USE. pal Design valid for use only with MIlekd connectors.Ibis design Is based only upon fxaametes shown,and is for an Individual building component.not a truss system.Before use,the building designer must verify the appllcabIlly of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent txackng M iTek' Is always required for stability and to prevent collapse with possble personal'filmy and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVTPI I Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute,218 N.Lee Sheet.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Bankston Res/JK T8470051 iJ160217 r J11 Jack-Open 9 1 I Job Reference(optional) Manning Building Suppies, Jacksonville.FL 7.640 s Sep 29 2015 MssTek Industries.Inc. Wed Apr 20 12:08:26 2016 Page 1 ID:Et0?902t3mBsJiY_bfhnllzRmPt-KkLBhxL4X23j?aT 1 f44mekiSuS5ytHabuaVCeWzOrl3 2-0-0 4-6-10 I-- 2-00 I 2-6-10 Scale=1:17.5 3 7.00 FIT 1 A 4.0012 4x4 4.00F IF _ o_ ' rot — N N 1I 11 I L1 1 * 5 4 1.5x4 1 3x6 !1 2-0-0I 4-6-10 2-0-0 2-6-10 Plate Offsets(X,Y)-- [1:0-2-4,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. I DEFL in (lora) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) 0.04 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(TL) -0.08 5 >673 180 BCLL 0.0 * Rep Stress Incr YES WB 0.03 Horz(TL) 0.02 1 Na n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:19 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-10 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-1-13 REACTIONS. (lb/size) 1=166/0-5-8,3=67/Mechanical,4=99/Mechanical Max Horz 1=86(LC 12) Max Upliftl=-31(LC 12),3=-58(LC 12),4=-30(LC 12) Max Gray 1=166(LC 1),3=73(LC 17),4=104(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-269/226 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=4.2psf;BCDL=3.0psf;h=251t;B=45ft;L=24ft;eave=4it;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 4-5-14 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 1%011111/Hit I 3)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. ��‘ I/ 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 4%S \Q J' rRF illi Q_ `\\:•'.G E N S�'G'9�j'.. fit between the bottom chord and any other members. , 5)Refer to girder(s)for truss to truss connections. �. F.'•, 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3,4. • No 581 2 i 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. I / • a 5 /1A1-1- i� �� Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016IMIM 0 WARNING-Vivify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev./003/2015 BEFORE USE. Design valid for use only with MITekS)connectors.This design Is based only upon parameters shown.and Is for an individual b ldi ng component,not �� a truss system.Before use.the!Aiding designer must verity the applk.abilty el design parameters and properly incorporate this design into the overall twirling design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always reeked for stability and to prevent collapse with possible personal Irllrey and property d:xnage. For general guidance regrading the 6904 Parke East Blvd. fabrication,storage.delivery.erection and bracing of trusses and tr ss systems.seeANSI/TPI I Quality Criteria,058-89 and BCSI Building Component Safely Information available from truss Plate Institute,218 N.lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Bankston Res I JK 784700525 J16021.7 r J11A Jack-Open 1 1 ! Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MTek Industries.Inc. Wed Apr 20 12:08:27 2016 Page 1 I D:Et0?902t3mBsJiY_bthnllzRmPt-oxvZuHLiIMBadk2DDnb?BxBdtsQl Ukrk7EtlAzzOrl2 2-0-0 4-0-15 4-6-10 2-0-0 2-0-15 0-5-11 Scale:3/4'=1' 3 q 7.00 FIT 4x4= 4.00 FIT 4x4 2 K n ti m 111111.011 (.; N N , r\ i e W a _. - _ X7 1.5x4 l 6 5 1.5x4 II 3x6 II 2-0-0 4-0-15 1 4-6-10 I 2-0-0 _2-0-15 0-5-11 Plate Offsets(X,Y)-- (1:0-2-4.0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. ` DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.05 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(TL) -0.08 6-7 >666 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.03 Horz(TL) 0.02 1 n/a n/a BCDL 10.0 ( Code FBC2014/TP12007 (Matrix-M) Weight:22 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-10 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Lett 2x4 SP No.2 2-1-13 REACTIONS. (lb/size) 1=166/0-5-8,4=11/Mechanical,5=155/Mechanical Max Horz 1=77(LC 12) Max Uplift/=-36(LC 12),4=-9(LC 8),5=77(LC 12) Max Grav1=166(LC 1),4=11(LC 1),5=156(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-266/227 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=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.It; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 4-0-15,Exterior(2)4-0-15 to 4-5-14 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,,111111111//1' 3)Provide adequate drainage to prevent water ponding. ,�� 4P 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� \P R� ,-� 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 `` N.Z • ......... G E N S;••' -T /- fit between the bottom chord and any other members. • 42 .••\,\ F.'•, 6)Refer to girder(s)for truss to truss connections. . o 7)Provide mechanical connection(byothers)of truss to bearingplate capable of withstanding100 lb uplift at joint(s)1,4,5. 1. ' No •581 2 P P I O • 8)"Semi-rigid pitchbreaks with fixed heels'Member end fixity model was used in the analysis and design of this truss. : *;• •:* / -m • `silt1181111111- Philip Aios• / 1 Philip J.O'Regan PE No.58126 Wok USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 Q WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MI1-7473 rev.1003/2015 BEFORE USE. Nill• Design valid for use only with Mlteke connectors.nils design Is based only upon parameters shown,and Is for an individual t xrN,ling component,not a truss system.Before use,the txildnp designer must verify the applicabllty of design parameters and properly kscorrorule this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Addison-temporary and permanent bracing MiTek' I Is always required(or stability and to prevent collapse with possible personal Inlay and properly damage. for general guidance regarding the 6904 Parke East Blvd. fabrication.storage,delivery,erection and bracing of trusseSand d truss systems,seeANSI/lPt l Quality Criteria.DSS-09 and SCSI Building Component Sdety Information available from Trus Plate Institute.218 N.Lee Street.Suite 312.Alexondit .VA 22314. Tampa.FL 33610 Job Truss (Truss Type Qty t Ply I Riverside Homes/Bankston Res/JK I T8470053 J160217 I J12 Jack-Open 6 1 i _ .Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Wed Apr 2012:08:27 2016 Page 1 ID:Et0?902t3mBsJiY_bfhnl IzRmPt-oxvZuHLIIMBadk2DDnb?BxBdXsQyUkok7EflAzzOrl2 I 2-0-0 I _4-7-8 l 2-0-0 2-7-8 Scale=1:17.7 3 , 7.00 12 r L 4.00 ITIY 4x4 a 2 N eu , V. 1 d dill . : 154' ri -411111111 1 1.5x4 II 3x611 2-0-0 4-7-8 I 2-0-0 2-7-8 Plate Offsets(X,Y)-_ ]1:0-2-4,0-1-8] I LOADING(psi) I SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) 0.05 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(TL) -0.09 4-5 >640 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.03 Horz(TL) 0.02 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:20 lb FT=20% LUMBER- BRACING- , TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-1-13 REACTIONS. (lb/size) 1=169/0-5-8,3=69/Mechanical,4=100/Mechanical Max Horz 1=88(LC 12) Max Upliftl=32(LC 12),3=-59(LC 12),4=30(LC 12) Max Grav1=169(LC 1),3=75(LC 17),4=105(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-274/230 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0pst;h=25tt;B=45ft;L=24(t eave=4it;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 4-6-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ``tits/1111/1/i�' 3)This truss has been designed for a 10.0 psi 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 %%- \Q "• O R`C` 1,,' fit between the bottom chord and any other members. `%`%Q`r. \GENS'•••9Z.• 5)Refer to girder(s)for truss to truss connections. \. F "•, 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3,4. • No 5812• ' 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. • :-0... �4 / y Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 4 1; Ili. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.101032015 BEFORE USE. Design valid for use only with MI leke connectors,IhIs design Is based only upon parameters shown,and Is for car individual building component.not a truss system.Before tee.the building designer must verify the applicability of design parameters and properly incorporate this design into the overall txAdIng design. Bracing Indicated is to prevent buckling of Individual inns web and/or chord members only. Additional temporary and permanent bracing M iTek" Is always required for stability and to prevent collapse with possible personal injury and property darnage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSI/IPI I Quality Crttsrla,058.89 and BCSt Building Component 6904 Parke East BNd. Safety Information°volable from truss Plate institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job LrusSrT SSS Type Qty Ply I Riverside Homes/Bankston Res i JK 78470054 J16021,7 r J13 i Jack-Open 1 1 I Job Reference(optional) Manning Bu69ng Supplies, Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Wed Apr 20 12:08:28 2016 Page 1 I D:Et0?902t3mBsJiY_bfhnllzFlmPt-G7Tx6dMK3gJREucPnU6Ek9knGFkIDB_uMuOJj PZOrl t I 2-0-0 I - 5-2-14 { 2-0-0 3-2-14 Scale=1:19.5 3 7.00 Hi 4.001-12 4x4 M 2 0 N orillilioli n 1 e • I. a101d 1 II • / 5 4 Ibis 1.5x4 H 3x6 I l 2-0-0 I 5-2-14 l 2-0-0 3-2-14 Plate Offsets(X,Y)-- [1:0-2-4,0-1-81 LOADING(psf) ' SPACING- 2-0-0 CSI. DEFL. in (hoc) Men Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.08 4-5 >820 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.14 4-5 >434 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(TL) 0.03 1 n/a n/a BCDL 10.0 Code FBC20141TPI2007 (Matrix-M) Weight:21 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-14 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 I MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-1-13be installed during truss erection,in accordance with Stabilizer 1 Installation guide. REACTIONS. (lb/size) 1=192/0-5-8,3=86/Mechanical,4=106/Mechanical Max Horz 1=103(LC 12) Max Upliftl=-35(LC 12),3=-74(LC 12),4=-28(LC 12) Max Grav1=192(LC 1),3=93(LC 17),4=118(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-322/260 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45it;L=24it;eave=0;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 5-2-2 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,`111111111//i• 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,� �J. Q, II 4)•This truss has been designed for a live load of 20.0pst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will `k' WI is. �sj, fit between the bottom chord and any other members. �`,Q��. \G E N S�•;9 i ,� 5)Refer to girder(s)for truss to truss connections. • i 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3,4. : N O 5812 7)°Semi-rigid pitchbreaks with fixed heels'Member end fixity model was used in the analysis and design of this truss. = * ••* ► . ' • �,, ' S / v... :,': PL vi Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 Q WARNING-Varlry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 810.7473 rev.10'03/2015 BEFORE USE. NI Design valid for use only with MllekS)connectors.this design k bused only upon rxxameters shown,and Is for an Individual buldksg component,not a truss system.Before use,the building designer must verily the applicability of design parameters and properly Incorporate this design Into the overall bulding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional lemporory and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems seeANSI/1PI I Quality Criteria.05849 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job fruss -Truss Type Qty Ply Riverside Homes/Bankston Res/JK T8470055 J160217 r J14 Corner Jack 2 1 Job Reference.(9ptional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Wed Apr 20 12:08:28 2016 Page 1 I D:Et0?902t3mBsJiY_bfhnllzRmPt-G7Tx6dMK3gJREucPnU6Ek9kpW FtyDBYuMuOJjPzOrl1 2-0-0 2-4-3 I-- 2-0-0 ( { 0-4-3 Scale=1:10.6 4.00 12 2 1 uN5 O O miiiii WS =, 3 kill 3x4= i 1-2-2 2.4-3 1 1-2-2 1-2-2 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Udell Lid I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(TL) -0.00 3-6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 n/a r/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:10lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=87/0-5-8,2=63/Mechanical,3.22/Mechanical Max Horz1=32(LC 12) Max Upliftl_21(LC 12),2=-42(LC 12) Max Grav1=87(LC 1),2=63(LC 1),3=37(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. i NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=241t;eave=4ft;Cat-II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,2. 6)'Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. ,,,,111111111/1, �•* \? J. RF i',. de .iQ'Z .•\GEN8••�?'I/• pi. • No 5812. • *:• :* - / . i Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 is. Q WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MI1e150 connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorrxxakr this design Into the overall building design. Bracing indicated Is to prevent buckling of Indlvldual truss web and/or chord members only. Additional temporary and permanent bracing M iTek is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding tine faixk:afbn.storage,delivery,erection and bracing of trusses and truss systems,seeANSVTPI I Quality Criteria.DSa-89 and SCSI Bulking Component 6904 Parke East Blvd. Safely information available from Truss Plate Institute,218 N.tee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss !Truss Type Qty Ply Riverside Homes/Bankston Res/JK 78470056 J160217 • J15 Jack-Open 10 1 Job Reference joptional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 Mick Industries.Inc Wed Apr 20 12:08:28 2016 Page 1 ID:EtO?902t3mBsJiY_bfhnllzRmPt-G7Tx6dMK3gJR EucPnU6Ek9kkSFgGDBsuMuOJjPzOri 1 2-0-0 6-6-10 I I--- 2-0-0 ` -- 4.6-10 Scale=1:23.4 3 7.00 12 �� _ o 4.00 1.12 4x4% s i.A 2 1 III�� kill M. 5 1.5x4 I I 4 3x6 II I 2-0-0 I 6-6-10 I 2-0-0 4.6-10 Plate Offsets(X,Y)-- (1:0-2-4.0-1-3] LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.17 4-5 >466 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.34 4-5 >227 180 BCLL 0.0 * Rep Stress Incr YES 1 WB 0.04 Horz(TL) 0.06 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 I (Matrix-M) Weight:26 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 8-3-6 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-1-13 REACTIONS. (lb/size) 1=240/0-5-8,3=121/Mechanical,4=119/Mechanical Max Horz 1=134(LC 12) Max Upliftl=-44(LC 12),3=-104(LC 12),4=-25(LC 12) Max Grav1=240(LC 1),3=132(LC 17),4=144(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-432/311 WEBS 2-5=-306/254 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 6-5-14 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate ,,`%%I11I I II1,I, grip DOL=1.60 `�� J 0 i,, 3)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. •% \N.,\Q • AF ,j 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 ,�QN' ;•\G E N S;••'-i • fit between the bottom chord and any other members. .. •• \. I •••, 5 Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,4 except(jt=1b) No 5812 3=104. *: ;* •• 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. i •• // ♦ ••� • • Philip J.O'Regan PE No.58126 Mrrek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 1I 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE M&7473 rev.10/03/2015 BEFORE USE. wit valid for use only with MITokO ccxnc•etors.INS design Is based only upon parameters shown,and Is for(Sr Individual bolding component not a truss system.Before use,the bulking designer must verily the appik:abllty or design parameters and properly incorporate This design Into the overall txAdng design. Bracing Indicated Is to prevent buckling of Individual miss web and/or chord members only. Additional temporary and permanent bracing Milek• Is always required for stability and to prevent collapse with possible personal kliury and property damage. For general guidance regarding the tci:rlcatkm,storage,delivery.erection and bracing of tr sses and truss systems,seeANSI/7E11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from truss Plate Institute,218 N.Lee Street,Suite 312,Nexandda,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply i Riverside Homes/Bankston Res/JK 78470057 :J16021,7 a J16 Jack-Panel Girder 2 1 I Job Reference(optional) Manning Building Supplies, Jacksonville,FL 7640 s Sep 28 2015 MiTek Industries.Inc.Wed Apr 20 12:08:29 2016 Page 1 ID:EtO?902t3mBsJiY_bfhnllzRmPt-kJ 1 JJzNzgzRls2BcLCeTGMHzTIC WyeY1 bY8sFrzOrIO 1-6-121 2-9-15 13-0$1 3-6-9 1-6-12 1-3-4 0.2.9 0-6-1 4.95 r1 AILED Scale=1:11.4 4x4 2 — 3 2.83112 2 X I a 1 - .: ... _ . , ,.:, ch 7 - x) L_ z • 4 51.5x4 II 3x6 11 NAILED 0.0;6 1-9-4 2-9-15 3-6-9 1 0-06 1-8-14 —_-__1-0-11 0-8-10 Plate Offsets(X,Y)_[1:0-2.0,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl lid PLATES GRIP TCLL 20.0 Plate Grip IDOL 1.25 TC 0.10 Vert(LL) 0.01 5-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.01 5-10 >999 180 BCLL 0.0 • Rep Stress Incr NO WB 0.02 Horz(TL) -0.00 1 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-9 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-11-4 REACTIONS. (Ib/size) 1=42/0-7-0,3=35/Mechanical,4=64/Mechanical Max Horz1=64(LC 11) Max Upliftl=-137(LC 11),3=-56(LC 14),4=-60(LC 11) Max Gray 1=117(LC 13),3=53(LC 22),4=67(LC 34) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-0-0 to 2-9-15,Exterior(2)2-9-15 to 3-5-13 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ``01111111/iii. 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 ,,,`�\% O,A� �,, tit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. ` �\ •••••••• G 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at)oint(s)3,4 except(jt=lb) Q •••�,� F •.� i 1=137. • i 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 1. No 5812 8)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. : *;• •:* •••_ 9)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 •. /7' .1 - :o1./ 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 / •40 Concentrated Loads(Ib) •. •••. / 0 p;••�. .�.; Vert:3=-20(B)4=-6(B) moi, S ^ •/ � \L?`V` Trapezoidal VertL1=0(Foads`p2f)7,8=27)-to-2=-39(F=8,6=8),2=-39(F=8,B=8)-to-3=-48(F=3,B=3),6=0(F=10,B=10)-to-4=-18(F=1,B=1) ,',,si •llll lAss- Philip J.O'Regan PE No.58126 Mitek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 MB f 0 WARNING-Vergn parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473rev.10/03/2015 BEFORE USE Design valki to use only with Milokio connectors.This designIs based only upon parameters shown.and Is for an Individual building component.not a teas system.Before use,the bulking designer must verify the appllcabilty of design parameters and properly incorporolo this design Into the overall1 balking design. Bracing Indicated Is to prevent buckling or individual truss web and/or chord members only. Additional temporary(rid permanent tracing Mills** Is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the idrbrk:atkxr.storage,delNery,erection and txackng of trusses and truss systems,see-ANSI/IPI I Quality Criteria,DSB-89 and SCSI Sulking Component 6904 Parke East BNd. Safety information available from truss Plate Institute,218 N.lee Street,Suite 312,Atexandrkt,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty I Ply Riverside Homes/Bankston Res/JK T8470058 J160217 • i J16A (Jack-Partial Girder 2 1 Job Reference(optional) Manning Building Suppfes, Jacksonville,FL 7.640 s Sep 29 2015 MiTek industries.Inc. Wed Apr 20 12:08:30 2016 Page 1 ID:Et0?902t3mBsJiY_bfhnl IzRmPt-C W bhX1ObbHZ9UBmouv9ipap8K3ZRh51BPBtOnlz0rl? _ 1-6-12 2-9-15 2111 3-33 311-9 ~- 1-6-12 I 13-4 d-1-1 0-4-3 0-0.6 4x7 495 PlY Scale=1:10.9 2.83 rii 2 1 r. cv ...1:. 7i _ )X 4 3 1.5x4 II 3x6 11 )(1:X 1-6-12 1 2-9-15 1 3-3-9 1 1-6-5 1-3-4 0-5.10 Plate Offsets(X,Y)-- 11:0-2-0,0_1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.00 9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(TL) -0.00 4-9 >999 180 BCLL 0.0 ` Rep Stress Incr NO WB 0.02 Horz(TL) -0.00 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-9 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-11-4 I be installed during truss erection,in accordance with Stabilizer 1 Installation guide. ____.1 REACTIONS. (lb/size) 1=25/0-7-0,2=72/Mechanical,3=-16/Mechanical Max Horz 1=56(LC 11) Max Upliftl=-124(LC 11),2=-83(LC 11),3=-39(LC 3) Max Grav1=101(LC 13),2=108(LC 3),3=10(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1. )W nal ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25fh B=45tt;L=24ft;eave=oft;Cat.II; `,��Q `�„O'A,,'I�� Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right �%�\\--- .C•E N .t:' ,, exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `•NQ S''• 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •• V $ .•. i 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 wil`. No 5812. • r 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 100 lb uplift at joint(s)2,3 except(jt=lb) • "/"' •1=124. a6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. �' ` • •;�<L/ 7)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. i 0 1Y 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). moi.• S •� - v '•' .Z� • 1)LDead CASE(S)Root Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 ndard ,,','4111111110°�,,` Trapezoidal Loads(plf) Vert:1=0(F=27,B=27)-to-2=-38(F=8,B=8),5=0(F=10,B=10)-to-3=-17(F=2,8=2) Philip J.O'Regan PE No.58126 Mitek USA,Inc.FL Cert 6634 i 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 is. 0 WARNING-Verily(Malan paramatara and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 115.7473 ray.10/3/2015 BEFORE USE Design valid to use only with MilekS)connectors.This design Is based only upon pcxaneters shown,and Is for an IrsdiMdual building component,not a truss system.Bettie use,the building desk/net must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling 01 IndMdual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with posst le personal Injury and property damage. For general guidance regarding the fabrk:atio n.storage.delivery,erection and bracing of Misses and truss systems,seeANSI/IPI I Quality CrBada,DSB-89 and BCSI Bullring Component 6904 Parke East Blvd. Safely Information available from truss Plate Institute,218 N.Lee Street,Suite 312,AJoxarxirkt,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty I Ply Riverside Homes/Bankston Res/JK T8470059 J1602.17 • . J17 Jack-PadialGirder 4 1 Job Reference(optional) Manning Building Suppkes, Jacksonville.FL 7.640 s Sep 29 2015 MTek Industries.Inc. Wed Apr 20 12:08:30 2016 Page 1 ID:EtO?902t3mBsJiY_bfhnllzRmPt-CWbhXIObbHZ9UBmouv9ipap5U3W Ih56BpBIQnlzOrl? `_ 1-6-12 I 2-9-15 I 4-5-8 I 6-4-8 1-6-12 1-3-4 1-7-8 1-11-0 NAILED Scale=1:17.9 4.95,' 3 V' 1 IA NAILED 2.83 FE 4x10 13 2f_ ��t liglgillgIMIIIIIIIM " 11 11 6 14 5 4►, 1.5x4 II 3x4__ NAILED NAILED 3x6 I I �� 2.9.15 I 6-443 0.66 2-9-9 34-9 Plate Offset(X,Y)-- 111:0-2-0,0-1-81 LOADING(psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) -0.01 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.24 Vert(TL) -0.03 5-6 >999 180 BCLL 0.0 • Rep Stress lncr NO WB 0.06 Horz(TL) 0.00 4 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. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-11-4 REACTIONS. (lb/size) 1=135/0-7-0,3=147/Mechanical,4=200/Mechanical Max Horz1=76(LC 8) Max Uplift/=53(LC 7),3=-127(LC 8),4=-52(LC 8) Max Gray 1=135(LC 1),3=148(LC 29),4=210(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 1-6=-99/258,6-14=-97/267,5-14=-97/267 WEBS 2-5=-282/102 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=lOtmph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45f1;L=24ft;eave=oft Cat.II; Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 �.111111111/it 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� It 4)•This truss has been designed for a live load of 20.Opsi on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ,%•' \Q J' �'RFG�•,, fit between the bottom chord and any other members. ♦• ,fz .••\3 E N S` '92 1� 5)Refer to girder(s)for truss to truss connections. ♦ V F• •, 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,4 except(jt=lb) 3=127. • No 5812. • ' 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. *; :* 8)"NAILED'indicates 3-10d(0.148"x3')or 2-12d(0.146)(3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. •• / . 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ••-p; • / rill' •, //. , ,:CC/i LOAD CASE(S)Standard i Q / / �/ 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 �•• ••• / -- •P.•�t-�•♦♦♦ Concentrated Loads(Ib) e� s .� `♦♦ TrapezoidalVerLoads(plj)5=83(B)14=-3(B) ,',lS�/1111A11� ,, Vert:1=0(F=27,B=27)-to-2=-39(F=8,B=8),2=-39(F=8,B=8)-to-3=-86(F=-16,B=-16),7=0(F=10,B=10)-to-4=-32(F=-6,B=-6) Philip J.O'Regan PE No.58126 Mfrek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 8111.7473 rev.10/03/2015 BEFORE USE. tat Design valid to use only with Mliek!S connectors.ibis design Is based only upon parameters shown,and Is to an kxiMdual building component,not a truss system.Before use,the building designer must verity the appllcabllty of design parameters and properly incorporate tints design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• Is always required for stabllty and to prevent collapse with possble personal Injury and properly damage. For general gcidanc:e regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Qua*Criteria,DS8-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute.218 N.lee Street,Suite 312.Alexandria,VA 72314. Tampa,FL 33610 'Job Truss truss Type Qty Ply i Riverside Homes/Bankston Res/JK T8470060 J160217 t • J17A Jack-Penial Girder 4 1 I 'Job Reference(optional) Manning Building Supplies. Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Apr 20 12:08:31 2016 Page 1 ID:Et0?902t3mBsJiY_bfhnlIzRmPt-hi93kePDMbh05LL_SdgxLnMH WTtPQYaK2rdzKkzOrl_ I 1-6-12 I 2-9-15 I 4-4-0 I 6-1-8 1.6.12 1-3-4 1-6-0 1-9-8 Scale=1:17.3 4.95112 3 +N i I NAILED 2.83112 4x10= 13 2 d , 11111111 010 lifir 1111 i i i k i I. _' N N_ 1 v r r ' `� 6 14 5 4 1.5x4 II 354= NAILED 3x6 II 0-9-6 2-9-15 I 6-1-8 i �i 2-9-9 3-3-9 Plate Offsets(X,Y)-- f1:0-2-0,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.01 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Verl(TL) -0.02 5-6 >999 180 BCLL 0.0 * Rep Stress!nor NO WB 0.05 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:29 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-11-4 REACTIONS. (lb/size) 1=122/0-7-0,3=110/Mechanical,4=114/Mechanical Max Horz 1=69(LC 8) Max Upliftl=-53(LC 7),3=-85(LC 8),4=-i8(LC 8) Max Grav1=122(LC 1),3=110(LC 1),4=133(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24f1;eave=oft;Cat.II; Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical lett and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ,.11%111111/1��, fit between the bottom chord and any other members. ,s• kr? D,A . 5)Refer to girder(s)for truss to truss connections. ♦ \P F (byothers) bearingcapablewithstandingupliftjoint(s) � `0.•. GEN -..14, . 6)Provide mechanical connectionof truss to plate of 100 lb at'oint s 1,3,4. ,� 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. . Q .••\., SF••.2 '. 8)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25')toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). N O 5812• LOAD CASE(S)Standard • / • 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 -fl• • Concentrated Loads(Ib) ••• /. ;<CJ Vert 14=-3(B) i Q / �/ • Trapezoidal Loads(plf) ' /�/ O P.'�'?' Vert:1=0(F=27,B=27)-to-2=-39(F=8,B=8),2=-39(F=8,B=8)-to-3=-83(F=-14,B=-14),7=0(F=10,B=10)-to-4=-31(F=-5,B=-5) S 7' Q ,,• fili Al- toss litilittIO Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cell 6834 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 0 WARNING.Verify design parameters end READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MIf-7473 rev.10/03/2015 BEFORE USE. rill Design valid for use only with MIIeite Connectors.This design Is based only upon paramolers shown,and Is for an Individual building component,not a hum system.Before use,the building designer must verity the applk:ab1lly of design parameters and properly Inc,nferrate this design Into the overall building design. Bracing indicated Is to prevent budding of IndIvdual truss web and/or chord members only.Additional temporary and permanent tracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the Blvd. fabrication,storage,delivery,erection and bracing of trusses and hum systems.seeANst/1PIt Quality 6904 ParkeEast Criteria,DS8-89 and SCSI Budding Component Tampa.04 FE3s Safety Information available from truss Plate Institute,218 N.lee Street.Suite 312.Alexandria,VA 22314. 'Job Truss Truss Type Qty Ply j Riverside Homes/Bankston Res/JK 18470061 J160217 I • J17B Jack-Partial Girder 1 1 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 Mask Industries,Inc. Wed Apr 20 12:08:32 2016 Page 1 ID:EtO?902t3mBsJiY_bfhnllzRmPt-9u1Sy_Pr7ugtjVWAOKBAu?VSKtCC9?xUHVMW rAzOrHz 1.6-12l 2-9-15 I 4-5-8 6-4-8 1.6-12 1-3-4 1-7-8 1-11-0 NAILED Scale=1:17.4 3 4.95 12 ,1 NAILED 2.83 I1p 4x10 ' 12 N d 2 ' o ,1 al N N 1 ■w . 1 NI ii — i � 002 ► 6 13 5 4 el1101'-mailligi_ 1.5x4 II 354 3x6 I I 7 NAILED NAILED 0- 1.4.4l 2.9.15 ( 6.4-6 I .4 06 1-3-14 1-5-11 36.9 Plate Offsets(X,Y)-- (1:0-2-0,0-1-8L__ LOADING(psi) SPACING- 2-0-0 I CSI. DEFL. in (loc) Udefi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) -0.01 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.22 Vert(TL) -0.02 5-6 >999 180 ' BCLL 0.0 ' Rep Stress Incr NO WB 0.04 Horz(TL) 0.00 4 rVa 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. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-11-4 REACTIONS. All bearings Mechanical except(jt=length)1=0-4-0,7=0-7-12. (Ib)- Max Horz 1=76(LC 8) Max Uplift All uplift 100 lb or less at joint(s)1,4,7 except 3=-i30(LC 8) Max Gray All reactions 250 lb or less at joint(s)1,3,4,7 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psh h=25ft;B=45ff;L=24ft;eave=4it;Cat.II; Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever lett and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ,,` twill l fit between the bottom chord and any other members. ,`0 Q J fJ,A i,,� 5)Refer to girder(s)for truss to truss connections. (byothers) bearingcapablewithstandingupliftjoint(s) exceptG- ) • ♦♦%Z•N••GEN --Q i• 0, 6)Provide mechanical connectionof truss to plate of 100 lb at'oint s 1,4,7 t-Ib 3=130. �♦ Q ••••\." S�'.:2 '.i 7)'Semi-rigid pitchbreaks with fixed heels'Member end fixity model was used in the analysis and design of this truss. N O 581 •2• + 8)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. + 9)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 = 0: a 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 V39... p /� - ((/ Concentrated Loads(Ib) Q / / * 4! Vert:3=-25(F)5=-83(F)12=34(F) •� ir Q p;•��♦♦♦ Trapezoidal Loads(plf) • 1S .'/ •!'``C?,♦♦ Vert:1=0(F=27,B=27)-to-2=-39(F=8,B=8),2=-39(F=8,B=8)-to-3=-86(F=-16,B=-16),8=0(F=10,B=10)-to-4=-32(F=-6,B=-6) ei ,S,i Vi t•• .\��` il Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: 1 April 20,2016 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE IMI-7073 rev.10/03/2015 BEFORE USE. 1 Mil i Design valid for use only with MMTekty connectors.This design Is based only upon parameters shown,and is for an hcllvkkral holding component,not a truss system.Before use,the bruiting designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is lo prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent tracing M Tek is always required for stability and to prevent collapse wnh possible personal hfley and property damage. For general guidance regarcing the 6904 Parke East Blvd. labrk:ation,storage.dr-livery,erection and bracing of trusses and truss systems,se-ANSV1Pl1 Quality Catena.DSB-89 and Mil Guiding Component - Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 ' 'Job Truss Truss Type Qty Ply Riverside Homes/Bankston Res/JK 78470062 J1602)7 • J17C Jack-Partial Girder 1 1 I Job Referenc(optional) I Manning Building Suppies, Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Wed Apr 20 12:08:32 2016 Page 1 ID:Et0?902t3mBsJiY_bihnllzRmPt-9ujSy__Pr7ugtjVWAOKBAu?VSgtDo9?zUHVMW rAzOrHz I 1-6-12 I 2-9-15 ' 4-4-0 I 6-1-8 1-6-12 1.3.4 1-6-0 1-9-8 Scale=1:17.3 4.95 2 3 . NAILED 2.83 Ni 4x10 14 2 1 — i 1010.0010- N 1 Y — 7 r)( _ - 11 15 1.5x4 II 5 4 6 3x4= 7 NAILED 3x6 II 046 1-5-2 I 2-9-15 I 6-1-8 --- 046 1-4-12 1-4-13 3-3-9 Plate Offset(X,Y)-- 11:0-2-0,0-1-8] LOADING(psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 I TC 0.23 Vert(LL) -0.01 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 I BC 0.18 Vert(TL) -0.02 5-6 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.04 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:29 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2.11-4 REACTIONS. All bearings Mechanical except(jt=length)1=0-7-0,7=0-7-12. (Ib)- Max Horz 1=69(LC 8) Max Uplift All uplift 100 lb or less at joint(s)1,3,4,7 Max Gray All reactions 250 lb or less at joint(s)1,3,4,7 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. • NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ,,,'111111/1//' fit between the bottom chord and any other members. ,,`�s\Q �• 0 SAF ee t 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3,4,7. �•� •(N. :•'GEN -T '°• 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. Q .••\,) SF••�2 ' 8)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25')toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. • No 5812 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard : 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 7-0• • a Concentrated Loads(Ib) - 74 4 ;<C/ Vert:15=-3(B) i Q• / * 4(/ Trapezoidal Loads(plf) • •. / o P_`:��`.� Vert:1=0(F=27,B=27)-to-2=-39(F=8,B=8),2=-39(F=8,B=8)-to-3=-83(F=-14,B=-14),8=0(F=10,B=10)-to-4=-31(F=-5,B=-5) 4. - .�•-' .'-11-.‘:4 ‘%%% .' �` ,�• -"/1111111%‘' Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Nit Design valid for use only wilt,MIiek€connectors.chis design Is based only upon parameters shown,and Is for er1 indMdual txiding component.not a lIuss system.Before LAO,the briding designer must verify the appik:aWly of design lxrrcxneters and properly incorporate Ihls design Into the overall building design. Bracing indicated Is to prevent budding of Individual truss web an/or chord members only. Addtkarl temporary and permanent bracing MNTek' Li always required for stability and to prevent collapse with dile personal kytay,and properly damage. For general au dame regarding the fabricatkn,storage.delivery,erection and bracing of lames and miss systems.seeANSI/IPI1 Qualify Crlerla,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from buss Plate Institute.218 N.tee Street.State 312,Alexandria,VA 22314. Tanga.FL 33610 'Job 'Truss Truss Type 'City Ply Riverside Homes/Bankston Res/JK 78470063 J160217 ! . J18 Jack•Padial Girder 1 1 Job Reference(optional) I Manning Building Supplies. Jacksonville,FL 7.640 s Sep 29 2016 MiTek Industries.Inc. Wed Apr 20 12:08:33 2016 Page 1 I D:EtO?902t3mBsJiY_bfhnllzRmPt-d5Hg9KQTuCyjLIVNa2iPOCRZJGU2uQZdV964NczOrHy 1.6.12i 2.9.15 4-11-5 7-4-3 i 1-6-12 1-3-4 2-1-6 2-4-14 Scale=1:19.6 3 - 4.951-1-2- NAILED 14 I NAILED 2.83 12 4x10= c` 13 —,/ d 2 ' ' —l NI N 1 �I4I 'I �r r i Al I 11 1 6 15 AI 5 4 ►. NAILED 3x4= 1.5x4 !I 16 NAILED 3x6 I 0.9-6 2-9-15 i 7.43 0-61-6 2-9-9 4-6-4 Plate Offsets(X,Y)-- [1:0-2-0A1-81 — - LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.02 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(TL) -0.07 5-6 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.14 Horz(TL) 0.01 4 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:35 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-11-4 REACTIONS. (lb/size) 1=186/0-7-0,3=176/Mechanical,4=207/Mechanical Max Horz 1=106(LC 8) Max Upliftl=-56(LC 7),3=-147(LC 8),4=-50(LC 8) Max Grav 1=186(LC 1),3=191(LC 29),4=214(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 1-6=-163/401,6-15=-162/416,15-16=-162/416,5-16=-162/416 WEBS 2-5=-430/167 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 `,0%111111g,, 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ‘S I� 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 +4% \Q J' O'RF 10, fit between the bottom chord and any other members. % `Z. ..- &' ••G E N. ' T °•i 5)Refer to girder(s)for truss to truss connections. �� Q •••\.\• SF•'•2 .• 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,4 except(jt=1b) 3=147. • No 5812• ' 7)"Semi-rigid pitchbreaks with fixed heels"Member end Iixity model was used in the analysis and design of this truss. r. *: :* 8)'NAILED'indicates 3-10d(0.148'x3")or 2-12d(0.148'x3.25')toe nails.For more details refer to MiTek's ST-TOENAIL Detail. _ • i 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). -1.• • • 1 LOAD CASE(S) Standard • 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 , •'. �/ Q P;:��,�� Concentrated Loads(Ib) • s •• / C? TrapezodalLoads(plf)t6 71(B) ii�s,1 11111� ,`,` • Vert:1=0(F=27,B=27)-to-2=-39(F=8,B=8),2=-39(F=8,B=8)-to-3=-99(F=-23,B=-23),7=0(F=10,B=10)-to-4=-37(F=-8,B=-8) Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 Q WARNWG-Verily design panmetars and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Milord)connectors.Ills design is hosed only upon parameters shown.and Is for an Individual building component.not a truss system.Below use,the building designer must verily the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling or Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required to stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 6904 Parke East BNd. fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1PI1 Quality Criteria.DSB-59 and SCSI Building Component Safely Information available from truss Plate Institute.218 N.tee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 'Job Truss Truss Type Oty Ply Riverside Homes/Bankston Res/JK 78470064 J160217 I a J18A Jack•Parlial Girder 1 1 Job Reference(optional) Manning Building Supplies. Jacksonville,FL 7.640 s Sep 29 2015 tMiTek Industries.Inc. Wed Apr 20 12:08:34 2016 Page 1 ID:EtO?902t3mBsJiY_bfhnllzRmPt-5HgCMgR5tW 4ayp4Z7IDezQ_I5gg2dtEmkprdv3zOrHx I 1-6-13 ( 2-10-1 —_ 4-9-14 i 7-1-3 1-6-13 1-3-5 1-11-13 2-3-5 Scale=1:19.1 3 4.95 r12 NAILED i'1Ig 14 1 001 NAILED 2.83[72 4x10- 13 2 011111101111 , ' N HL 11NE 1111111Iw 1 • i1 1ilir • 6 15 16 5 4 1101 .11. 1.5x4 II 3x4= NAILED NAILED 3x6 II 0-0-6 2-10-1 7-1-3 i 0-05 2-9-11 _ 4-3-1 Plate Offsets_NY)-- [1:0-2-0,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.02 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(TL) -0.06 5-6 >999 180 BCLL 0.0 • Rep Stress Incr NO WB 0.12 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:33 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-11-6 REACTIONS. (lb/size) 1=173/0-7-0,3=161/Mechanical,4=205/Mechanical Max Horz 1=98(LC 8) Max Upliftt—56(LC 7),3=-139(LC 8),4=-51(LC 8) Max Gray 1=173(LC 1),3=175(LC 29),4=212(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 1-6=-1471362,6-15=-146/376,15-16=-146/376,5-16.146/376 WEBS 2-5=-391/151 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=4.2psf;BCDL=3.0psh h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 `1111111111113)This � 4)*Thisruss has been truss has been designed fofor ar a0e.0 lload of 0.0psf on the bottom sf bottom chord live load chord in all areas whencurrent with any re a rectangle 3-6-0 tall by 2-0-0 wide will %S- \>r live loads. Q .' Rc i11,� tit between the bottom chord and any other members. ♦♦�Q`Z`.•• GENS:••Q 4 i. 5)Refer to girder(s)for truss to truss connections. ♦ •" �. F ••• 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,4 except(jt=lb) 3=139. No 5812• • 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. * : :* • 8)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. _ • i • 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). -p a LOAD CASE(S)Standard 0• /�// * _sill 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 �4. •• O p;•• Concentrated Loads(lb) e 0 .— 41• `(?`,♦ • Trapezoidal Loads(plj)Vert:15=-3(F16=-74(F) '�i�s�ri11 Ai�``,� �` Vert:1=0(F=27,B=27)-to-2=-39(F=8,B=8),2.-39(F=8,B=8)-to-3=-96(F.-21,B=-21),7=0(F=10,B=10)-to-4=-36(F=-8,B=-8) Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 1 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.10.03/2015 BEFORE USE. ��' Design valid for use only with Mllelc'connectors.This design Is based only upon parameters shown.and Is for an Individual txrlding component,riot a truss system.Before use,the building designer must vedfy the applicability of design parameters and properly Incorporate this design Into the overall bulking design. Bracing Indicated Is to prevent buddI ng of InclMdual truss wen and/or chord members only. Additional temporary and permanent bracing MiTek' Is always reguked for stability and to prevent collapse with possble personal Inlay and property damage. For general gri cone regacing the fabrication.storage.delNery,erection and bracing Cl trusses and truss systems.seeANSl/tPit Qualty Criteria,DSB-89 and BCSI Bulldog Component 6904 Parke East Blvd. Safely Informallon available from lass Plate Institute,218 N.lee Street,Suite 312,Noxaidrkt,VA 72314. I Tampa.FL 33610 r Job truss I Truss Type Qty Ply Riverside Homes/Bankston Res/JK T8470065 J1602,7 1 a J19 Jack-Paniel Girder 2 1 iJob Reference(optional) Manning Building Supplies. Jacksonville,FL 7.640 s Sep 29 2015 Wel(Industries.Inc. Wed Apr 20 12:08:34 2016 Page 1 ID:Et0?902t3mBsJiY_bfhnitzRmPt-5HgCMgR5f W 4ayp4Z7IDezQ_nAgt6dt0mkprdv3zOrHx I 1-6-12 { 2-9-15 I 4.6.1 I 6-5-12 i 1-6-12 1-3-4 1-8-2 1-11-10 NAILED Scale=1:18.1 3 4.9512 ,1 •� 1 g NAILED 2.83'12 4x10 S 13 ro 0011110111 ... 87 1 011111111111111111111r116.°1111110111100111111a N 1111111111. 11111111111111111111111 —■ IIA I 1 1 mi. 1 �%1 6 14 5 4.41101.5x4 II 3x4= NAILED NAILED 3x6 II 0-9-6 2-9-15 I 6-5-12 i _ 046 2.9.9 3-7-13 Plate Offsets(X,Y)-- I1:0-2-0,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.01 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(TL) -0.03 5-6 >999 180 BCLL 0.0 • Rep Stress Incr NO WB 0.07 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 I Code FBC2014/TPI2007 (Matrix-M) Weight:31 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-11-4 REACTIONS. (lb/size) 1=139/0-7-0,3=144/Mechanical,4=200/Mechanical Max Horz 1=79(LC 8) Max Uplifts—52(LC 7),3.125(LC 8),4=-52(LC 8) Max Gray 1=139(LC 1),3=146(LC 29),4=208(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 1-6=-103/268,6-14=-101/278,5-14=-101/278 WEBS 2-5=-292/106 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=4.2psf;BCDL=3.Opsf;h=25ft;B=45(1;L=24ft eave=oft Cat.II; Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 ,to%111111/z,� 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. I� 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 %•‘‘%‘\Q J' rAF 1/0, fit between the bottom chord and any other members. �v ', ' "G E N i C'9 'i 5)Refer to girder(s)for truss to truss connections. Z •'•\ SF••; . ��0, 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,4 except(jt=lb) 3=125. '.., : No 5812. • 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used In the analysis and design of this truss. r. *: *. :* 8)"NAILED"indicates 3-10d(0.148"x3')or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. • / . 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). =-p• a LOAD CASE(S)Standard Q• p •# •4/ 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 �� / O P;.• , e`.t• Concentrated Loads(lb) ♦ • . `C? �.- Vert:3=-16(F)5=-80(F)14=-3(F) ,i Sk9 ./ • \ �V Trapezoidal Loads(pit) ,1iI��//111A -- `,, i Vert:1=0(F=27,B=27)-to-2=-39(F=8,B=8),2=-39(F=8,B=8)-to-3=-88(F=-17,B=-17),7=0(F=10,B=10)-to-4=-32(F=-6,B=-6) Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 , mit 0 WARNING-Verily design paramotars and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE ' Design valid for use only with MIIek3 connectors.this design is based only upon parameters shown.and Is for an Individual txriding component,not a Inas system.Before use,the building designer noel verity the app>flcabllty of design p araneters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent budding of Individual Truss web and/or chord members only.Additional tempxray ann permanent tracing MiTek' i • is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guldance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,sne.ANSI/TPI I Qualify Criteria,DSa-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss (cuss Type Qty Ply Riverside Homes/Bankston Res/JK I 784700661 1 J160217 rr J19A Jack-Partial Girder 2 1 AJob Reference(optional)__ Manning Building Supplies. Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Wed Apr 20 12:08:35 2016 Page 1 I D:EtO?902t3mBsJiY_bthnllzRmPt-ZTOaaOSJQpCRazIlhTktWdXzd4DBMLVwzTbBSVzOrHw 1-6-12 -- l 2-9-15 I 4-4-9 I 6-2-12 __-- 1.6-12 1-3-4 1-6-10 1-10-2 Scale=1:17.5 4.95 FT 3 4 NAILED 2.83 FIF 4x10 13 11111111116h......_ cv 1 d , I■III ■' " II1 0110-_,..11.1 6 14 5 4 1.5x4 I: 3x4= NAILED 3x611 ad-6 2-9-15 6-2-12 ---I -- 2.9.9 3-4-13 Plate Offsets(X,Y)-- [1:0-2-0,0-1-81 LOADING(psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl lid PLATES GRIP TCLL 20.0 I Plate Grip DOL 1.25 TC 0.24 Vert(LL) -0.01 5.6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.20 Vert(TL) -0.02 5-6 >999 180 BCLL 0.0 • Rep Stress Incr NO WB 0.05 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:29 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-11-4 REACTIONS. (lb/size) 1=126/0-7-0,3=115/Mechanical,4=117/Mechanical Max Horz1=72(LC 8) Max Upliftl=-52(LC 7),3=-89(LC 8),4=-18(LC 8) Max Gray 1=126(LC 1),3=115(LC 1),4=136(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-254/91 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsh h=25ft;B=4511;L=24ft;eave=4th Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;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. ,10111111/ii. • 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 `,,O J. D,A 11 • fit between the bottom chord and any other members. ♦• \? F 5)Refer to girder(s)for truss to truss connections. ��V`Z\`, . E N "T '. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,3,4. :* Q .••0 SF'••�2 •i 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 8)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. NO 581 2 • II 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). *' :* � • • _ LOAD CASE(S)Standard =-' • • a 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 ��:• //..' u Concentrated Loads(Ib) • / Vert:14=-3(F) �,f) � • • -,/ 0:..•'�� Trapezoidal Loads Vert:1=0(F(27,B=27)-to-2=-39(F=8,B=8),2=-39(F=8,B=8)-to-3=-84(F=-15,B=-15),7=0(F=10,B=10)-to-4=-31(F=-6,B=-6) /4• , SI �/' • \ 0 ',,i /IIIIAIi ,`S Philip J.O'Regan PE No.58126 MITek USA,Inc.Ft.Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 I i Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10W3/201S BEFORE USE Design vdki for use only with MllekS)connectors.This design k based only upon parameters shown,and Is for an Individual txrldircl component,not a truss system.Before use.the building designer must verity the applicability of design parameters and properly UrcorFxrate this design Into the overall biding design. Bracing Indicated is to prevent buckling of IndMdud truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stabltly and to prevent collapse with possible personal k*ay and property damage. For general guidance regarding th e fabrication.storage.delbery,erection and tracIng of tnsses and truss systems,seeANSI/1PI I QuaNty Criteria,DS8-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from trss Plate Institute,218 N.Lee Street,Suite 312.NexondrIa.VA 22314. Tampa,FL 33610 'Job Truss 'truss Type Qty Ply Riverside Homes/Bankston Res/JK 78470067 J1602A17 k J20 Jack-Partial Girder 4 1 1 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Apr 20 12:08:36 2016 Page 1 I D:EtO'?902t3mBsJiY_bfhnllzRmPt-1 gyynMSMB7KIC6EyFAG62r36tUR_5mP3C7Kk_xzOrHv I 1-6-12 I 2-9-15 I 5.10.7 + 9-2-7 1-6-12 1-3-4 3-0-8 3-4-0 NAILED Scale=1:24.6 4 ' 4.95 12 Illi � NAILED 3x4 3 � � 2,83 RF NAILED - 0011111111111 - 4x4 14 2 NNTT 111111 M� gm -...iii11111111. �1 1j Z_n "1;41 �� 15 16 6 ►1 7 3x4= NAILED 5 3x6 II NAILED 354= NAILED 01-6 0 2-9-15 2-9-9 I 9-2-7 6.4.8 I _ -- Plate Offsets(X,Y)-- (1:0-2-0,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) -0.08 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.27 6-7 >409 180 BCLL 0.0 • Rep Stress Ina NO WB 0.14 Horz(TL) -0.01 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:45 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-11-4 REACTIONS. (lb/size) 1=297/0-7-0,4=225/Mechanical,5=503/Mechanical Max Horz 1=178(LC 8) Max Upliftl=55(LC 4),4=-198(LC 8),5.190(LC 8) Max Gray 1=297(LC 1),4=244(LC 29),5=503(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-14=-801/150,3-14=-746/160 BOT CHORD 1-7=-304/734,7-15=-237/391,15-16=-237/391,6-16=-237/391 WEBS 3-6=-494/299,3-7=-79/507 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=2511;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 ♦,%W I I I I I gI,I�,' 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. %• ,\\,,\P "• SRF 1,i, 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 �� .r� •'GENSe-. G,9 4 tit between the bottom chord and any other members. : Q ••••• \ `SF•":� •� 5)Refer to girder(s)for truss to truss connections. • • No 5812. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb)4.10:8 • ,5=190. *• •* 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. • 8)"NAILED'indicates 3-10d(0.148"x3")or 2-12d(0.1485(3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. -fl• • a 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). •%/3: //, :4/li LOAD CASE(S)Standard •ice •• �/ 0 Q:••��,�� 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 ,�j 6, •47••• \ ♦N ConcentVen:4=-73(F)d Loads 6=-101(F)15=-3(F)16=-69(F) itt,,�1111 A %% Trapezoidal Loads(plf) Vert:1=0(F=27,B=27)-to-2=-38(F=8,B=8),2=-38(F=8,B=8)-to-4=-124(F=-35,B=-35),8=0(F=10,B=10)-to-5=-46(F=-13, Philip J.O'Regan PE No.58126 B=-13) MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 0 WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MirekS connectors.This design Is based only ulx)n parameters shown.and Is for on Individual building component,not a truss system.Before use,the building designer must verily the applicability of design parameters ond properly incorporate this design Into the overall building design. Placing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Wry and properly damage. for general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,sec-ANSI/MI Quality Criteria,058-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Tress Plate Institute,218 N.lee Street,Suite 312.Alexandria VA 22:114. Tampa.FL 33610 Job Truss -Truss Type Qty Ply Riverside Homes/Bankston Res/JK 78470068 J160217 tr B J20A Jack-Panial Girder 4 1 Job Reference(optional) 1 Manning Building Supplies, Jacksonville.FL 7.640 a Sep 29 2015 MTek Industries.Inc. Wed Apr 20 12:08:36 2016 Page 1 ID:EtO?902t3mBsJiY_bfhnllzRmPt-1 gyynMSMB7KIC6EyFAG62r37EUS95ng3C7Kk_xzOrHV 1-6-12 I 2-9-15 5-8-15 8-11-7 __ I 1-6-12 1-3-4 2-11-0 3-2-8 4 Scale=1:24.5 4.9512 '.A Ia NAILED 3x4 15 310 I ! 2.8312 NAILED 'I 4x4 d• 14 m ab . 2. I ' ,441hil wi �� 16 17 6 IIIIPiridli 7 3x4= NAILED 5 3x6 I! NAILED 3x4- 046 2.9-15 I 8-11-7 0 OS 2-9 9 6-1-8 Plate Offsets(X,Y)-- [1:0-2.0,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. 1 DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) -0.06 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.22 6-7 >484 180 BCLL 0.0 • Rep Stress Incr NO WB 0.12 Horz(TL) -0.01 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:44 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-11-4 REACTIONS. (lb/size) 1=278/0-7-0,4=143/Mechanical,5=386/Mechanical Max Horz 1=167(LC 8) Max Upliftl=-51(LC 4),4=-116(LC 8),5=-i55(LC 8) Max Gray 1=278(LC 1),4=163(LC 29),5=386(LC 1) 1 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-14=-753/138,3-14=-701/146 BOT CHORD 1-7=-282/690,7-16=-220/359,16-17=-220/359,6-17=-220/359 WEBS 3-6=-457/279,3-7=-74/486 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=4.2psf;BCDL=3.Opsi;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 ,`'`‘1111111.11�',, 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. •• \\.,\? J• " F 'i 4)• • designed :NZ,. •• - .C'.9''. This truss has been for a live load of 20.0 fon 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♦ Q ••••\-\ SF '•� 1. 5)Refer to girder(s)for truss to truss connections. No 5812. •• 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except Q1=1b)4=1 h 5=155. : *•• •• 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 8)"NAILED"Indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. -p; e 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). .3. / �`4 . :1i Z. 41 or LOAD CASE(S)Standard * 0 •• ��/ Q SN• .•,,,♦♦ 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 ♦ • ♦ ♦ Concentrated LoadsFlb)Ve7=-69(F) ,�'SISjIr, A, .too ,` Trapezoidal Loads(plf) Vert:1=0(F=27,B=27)-to-2=-38(F=8,B=8),2=-38(F=8,B=8)-to-4=-121(F=-33,B=-33),8=0(F=10,B=10)-to-5=-45(F=-12, Philip J.O'Hagan PE No.58126 B=-12) MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 20,2016 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.?9932016 BEFORE USE. Design wild for use only with Mllekla connectors.Ibis design is based only upon parameters shown,and Is far an Individual building component,not a truss system.Before use,the bulling designer must verify the applicability of design pxeameters and properly incorporate this design Into the overall Lulling design. (racing indicated Is to prevent duckling of Individual truss web and/or chord members only. Additional temporary and permanent tracing M]Tek Is always required for stability and to prevent collapse with possible personal injury and property damage. for general guidance regarding the bracing 6904 Parke East Blvd. lalrk:atbn,storage,delivery,erection and cing of mussari es l truss systems,seeANSI/1PI1 Quality Cdteda,DSB-89 and SCSI Building Component Safety Inlormalion available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 - - — � cnW c I'i* 'p D OQ D 1vQ N W 141k 0 N Q mot -03 )'i1i a Cl) (Oj00� CPOQ KO () 5 O0— 0 Jo O 3 (D -0TE o.�. 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