Loading...
1614 MARITIME OAK DR - TRUSSES �— . mitLumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RE: 14480SH - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa,FL 33610-4115 Customer Info: SH Design Project Name: . Model: Model Hiome Lot/Block: 133 Subdivision: Alantic Beach Address: ., . City: Atlantic Beach State: FL Name Address and License #of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TPI2007 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 40.0 psf Floor Load: 62.0 psf This package includes 106 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T12425156 C1 1 11/3/17 118 112425173 E5HS 11/3/17 'I otmOic ' 2 T12425157 C1C 1 11/3/17 119 I T12425174[E7C 1 11/3/17 1 3 I T12425158,C1 H 1 11/3/17 120 1 T124251751 E7U 1 11/3/17'I."' 14 1T12425159 1 C1 U 1 11/3/1721 17124251761 F1 1 11/8/17.•4 e.•s '5 1 T124251601 C3C 11/3/17 122 T12425177 F10 1 11/3/17 6 T12425161 C3C1 11/3/17 ( 1F11 1 11/3/17 7 T12425162 'C3H 111/3/17 24 T12425179' F12 111/3 i8 1112425163 C3U 1 11/3/17 25 _ 71 2425 1 80_F13 1 11/3/17 19 1T12425164 C5C 11/3/17 126 T124251811F14 111/3/17 10 T12425165C5C1 11/3/17 27 T12425182 1F15 1 11/3/17 ° 11 T12425166 C5U 11/3/17 128 T1 24251 83 1 F16 11/3/17 12 T1 24251 67 1 E2C 11/3/17 129 T1 24251 84 1 F17 11/3/17 ' . 13 T1 24251 68 1 E2U 11/3/17 30 T1 24251 85 1 F18 1 11/3/-17 14 T1 24251 69 1 E3 11/3/17 131 T12425186! F2 11/3/17 15 1T12425170 E55 11/3/17 132 T124251871 F20 11/3/17' '' 16 112425171 E5H 11/3/17 33 T12425188 F21 11/3/17, 117 'T12425172 ' E5H1 11/3/17 134 T1 24251 89 1 F3 11/3/17 .--,, The truss drawing(s) referenced above have been prepared by MiTek ,��•••tik US L j",, USA, Inc. under my direct supervision based on the parameters f� E N '' provided by Building Component Supply. .`� •*.�' 3 *.•• ' • : , 9 �/Z Truss Design Engineer's Name: Lee, Julius _ * / 1 /1 �'1`) ' My license renewal date for the state of Florida is February 28, 2019. _ : 40 :-o: ;Cc_ IMPORTANT NOTE: The seal on these truss component designs is a certification ....„33...' ATE OF :L/ that the engineer named is licensed in the jurisdiction(s)identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters i••,<('‘. ,' ( 0 R 1.° •'\�`�� givenshown(e.g., n codes),which were to MiTek.loads,supports, only,and was nottaken ont o included snore kcustomers ,,,'i�,,ONA'�0%`, file reference purposepreparation of these designs. MiTek has not independently verified the applicability of the design Julius Lee PE No.34869 parameters or the designs for any particular building. Before use,the building designer MITek USA,Inc.FL Cert 6634 should verify applicability of design parameters and properly incorporate these designs 6904 Parke East Blvd.Tampa FL 33610 into the overall building design per ANSI/TPI 1,Chapter 2. Date: November 3,2017 Lee, Julius 1 of 2 OFFICE COPY RE: 14480SH - Site Information: Customer Info: SH Design Project Name: . Model: Model Hiome Lot/Block: 133 Subdivision: Alantic Beach Address: ., . City: Atlantic Beach State: FL 1 No. 'Seal# Truss Name Date No. Seal# Truss Name Date 35 ,T12425190 F4 11/3/17 78 T12425233 T30 11/3/17 36 T12425191 F4G 11/3/17 79 T12425234 I T31 11/3/17 37 T12425192 F6 11/3/17 80 T12425235 T32 11/3/17 38 T12425193 F7 11/3/17 81 1124252361133 11/3/17 39 T12425194 F9 11/3/17 82 1124252371134 11/3/17 40 T12425195 FG1 11/3/17 83 1124252381135 11/3/17 41 T12425196 FG2 11/3/17 84 712425239 I T36 11/3/17 42 T12425197 FG3 11/3/17 85 1124252401137 11/3/17 43 T12425198 FG4 11/3/17 86 1124252411138 11/3/17 44 T12425199 FSP1 11/3/17 87 1124252421139 11/3/17 45 T12425200 FT1 11/3/17 88 112425243 I T4 11/3/17 46 T12425201 FT2 11/3/17 '89 T124252441140 11/3/17 47 T12425202 FT3 11/3/17 90 1124252451141 11/3/17 48 T12425203 HJ2C 11/3/17 91 112425246 I T42 11/3/17 49 T12425204 HJ2U 11/3/17 92 1124252471143 11/3/17 50 T12425205 HJ3 11/3/17 93 712425248 I T45 11/3/17 51 T12425206 HJ5H 11/3/17 94 712425249 I T46 11/3/17 52 T12425207 HJ7C 11/3/17 i95 712425250 I T48 11/3/17 53 T12425208 HJ7U 11/3/17 96 112425251 1 15 11/3/17 54 T12425209 T1 11/3/17 97 112425252116 11/3/17 55 T12425210 T10 11/3/17 98 T12425253 I T7 11/3/17 56 T12425211 T11 11/3/17 99 112425254118 11/3/17 57 T12425212 T12 11/3/17 100 T12425255 1 19 11/3/17 58 T12425213 T13 11/3/17 101 T12425256 I V1 11/3/17 59 T12425214 T14 11/3/17 102 712425257 I V2 11/3/17 60 T12425215 T15 11/3/17 103 T12425258 I V3 11/3/17 61 T12425216 T15G 11/3/17 104 712425259 I V4 11/3/17 62 T12425217 T16 11/3/17 105 T12425260 I V5 11/3/17 63 T12425218 T17 11/3/17 106 T12425261 I V6 11/3/17 64 T12425219 T18 11/3/17 65 T12425220 T19 11/3/17 66 T12425221 T2 11/3/17 67 T12425222 T20 11/3/17 68 T12425223 T21 11/3/17 69 T12425224 T22 11/3/17 70 T12425225 T23 11/3/17 71 T12425226 T24 11/3/17 72 T12425227'125 11/3/17 73 T12425228 T26 11/3/17 74 112425229 T27 11/3/17 75 112425230 T28 11/3/17 76 T12425231 T29 11/3/17 77 T12425232 ,13 11/3/17 2 of 2 Job Truss Truss Type � pty Ply T12425156 14480SH Cl Corner Jack 9 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:48:42 2017 Page 1 ID:jQZ1?AcYbz8eEg7LmjDLvoyRnKd-ScHjaMkcKylYSIaFSIZtCI?9EiU9Fi UFzfCUViyNBXJ -1-4-8 0-10-15 11 1-4-8 0-10-15 Scale=1:7.7 3 6.00 P112 • l , 1 =' 4 2.5x4 0-10-15 1 0-10-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) 0.00 7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:5 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-10-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=-7/Mechanical,2=182/0-3-8,4=-20/Mechanical Max Horz 2=43(LC 12) Max Uplift 3=-7(LC 1),2=-85(LC 12),4=20(LC 1) Max Gray 3=9(LC 12),2=182(LC 1),4=21(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=5.Opsf;BCDL=5.0psf;h=25ft;B=43ft;L=44ft eave=5ft;Cat. ll;Exp B;End.,GCp1=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s)3,2,4. Al WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 111 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.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 possible personal injury and property damage. For general guidance regarding the fabricatiort storage,delivery,erection and bracing of trusses and truss systems,see.ANSI/IPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informaton available from Trig Plate institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type (y Ply T12425157 1 14480SH C1 C Comer Jack 9 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:48:43 2017 Page 1 ID:jQZ1?AcYbz8eEg7LmjDLvoyRnKd-wor5nilE5GtP3S9ROS461WXK_6oV_9jOCJy118yNBXl -1-4-8 0-10-15 1-4-8 0-10-15 Scale=1:7.7 3 6.00 IV2 • p P P 4 2.5x4= 5 0-7-12 0-10-15 0-7-12 0-3-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(TL) 0.00 5 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 rVa n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:5 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-10-15 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. REACTIONS. (lb/size) 3=-61/Mechanical,4.193/Mechanical,5=409/0-3-8 Max Horz 5=43(LC 12) Max Uplift 3=-61(LC 1),4=-193(LC 1),5=-212(LC 12) Max Gray 3=36(LC 12),4=103(LC 12),5=409(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=43ft;L=44tt;eave=5ft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left exposed;porch left exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 4=193,5.212. � l 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 MUeke 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 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 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,see.ANSI/IP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avalable horn Taus Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type I CV Ply T12425158 14480SH CIH Corner Jack 6 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:48:43 2017 Page 1 ID:jQZ1?AcYbz8eEg7LmjDLvoyRnKd-wor5nilE5GtP3S9R0S46IWXJU6gP_9iOCJy118yNBXl -1-4-8 0-10-15 1-4-8 0-10-15 Scale=1:9.0 3 i 6.00 12 2 E MI I 1 h7 a 4 W.4:. 5 2x8 11 0-10-15 1 1 0-10-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) 0.00 5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MR Weight:6 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-10-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=213/0-5-8,3=-46/Mechanical,4=-16/Mechanical Max Horz 5=44(LC 12) Max Uplift 5=-90(LC 12),3=46(LC 1),4=-16(LC 1) Max Gray 5=213(LC 1),3=26(LC 12),4=6(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=5.0psf;BCDL=5.0psf;h=25ft;B=43ft;L=44ft;eave=5ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,3,4. I 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1167473 rev.10'03/2075 BEFORE USE. la Design valid for use only with Welds)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 kicorpexate 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. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria,DSB-$9 and SCSI Building Component 6904 Parke East Blvd. Safely Information avdlabie from Tess Plate institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tanga,FL 33610 Job Truss Truss Type a Qty Ply T12425159 14480SH C 1 U Corner Jack 8 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:48:44 2017 Page 1 ID:jQZ1?AcYbz8eEg7LmjDLvoyRnKd-O_PT?t IssZ?GhbkdaAbLHj4UHV9ajczXRzhaaayNBXH -1-4-8 0-10-15 1-4-8 0-10-15 Scale=1:8.5 3 ,i 6.00 12 ' 2 4 5 2x6 11 0-10-15 0-10-15 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 0.15 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) 0.00 5 >999 180 BCLL 0.0 * Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MR Weight:6 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-10-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=213/0-5-8,3=-43/Mechanical,4=-19/Mechanical Max Horz 5=44(LC 12) Max Uplift 5=-96(LC 12),3=-43(LC 1),4=-i9(LC 1) Max Gray 5=213(LC 1),3=28(LC 12),4=10(LC 12) FORCES. (lb)-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=5.0psf;BCDL=5.0psf;h=25ft;B=43ft;L=44ft;eave=5ft;Cat. Il;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,3,4. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mlt-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,not a truss system.Before use,the building designer must verify the applicablity of design parameters and properly Incorporate this design Into the overall building design. &acing 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,erection and bracing of trusses and miss systems,seeANSI/iPl1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avalable from Truss Plate Institute.218 N.Lee Sheet Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type 9ty Ply T12425160 14480SH C3C Corner Jack 3 1 ;Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:48:44 2017 Page 1 ID:jQZt?AcYbz8eEg7LmjDLvoyRnKd-O_PT?11ssZ?GhbkdaAbLHj4U4V8DjczXRzhaaayNBXH -1-4-8 2-10-15 1-4-8 2-10-15 Scale=1:12.7 3 6.00 12 , N 4 2 " 4 52.5x4 0-4-8 2-10-15 0-4-8 2.8-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) 0.00 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.13 Vert(TL) 0.00 4-5 >999 180 BCLL 0.0 * Rep Stress Incl YES WB 0.00 Horz(TL) -0.00 3 rite n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:12 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 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=47/Mechanical,4=-1/Mechanical,5=265/0-3-8 Max Horz 5=72(LC 12) Max Uplift 3=-22(LC 12),4=-14(LC 17),5=-96(LC 12) Max Gray 3=48(LC 17),4=34(LC 3),5=265(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=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=43ft;L=44ft;eave=5ft;Cat. II;Exp 8;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;porch left exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4,5. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-7473 rev.1O,032015 BEFORE USE. tat 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.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 IndNkdual truss web and/or chord members oily. Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possble 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. Safety Information avdlable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job 'Truss Truss Type 9ty Ply ! T12425161 14480SH 1 C3C1 Corner Jack 1 1 I i Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:48:45 2017 Page 1 I D:jQZ 1?AcYbz8eEg7Lmj DLvoyRnKd-tBzsCNmUdt77JIJp7t7agxdgUvUFS3DhgdR861 yNBXG -1-4-8 2-10-15 1-4-8 2-10-15 Scale=1:12.7 3 I 6.00 12 Io 0 2 i 1 - 4 i. 2.5x4= 2-10-15 I 2-10-15 � - r LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(TL) -0.01 4-7 >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/TP12007 Matrix-MP Weight:12 Ib 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 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=67/Mechanical,2=216/0-3-8,4=27/Mechanical Max Horz 2=72(LC 12) Max Uplift 3=-29(LC 12),2=-88(LC 12),4=-16(LC 9) Max Gray 3=67(LC 1),2=216(LC 1),4=50(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=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft B=43ft L=44ft eave=5ft Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;porch left exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2,4. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10032015 BEFORE USE. I ni Design valid for use only with MiTek®connectors.This design is hosed only upon parameters shown.and is for an Individual building component,not . a truss system.Before use,the bulking designer must verity the applicability of design parameters and properly incorporate this design Into the overall bjdng design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek 6 always required for stablfty 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/IPil Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avdlable Corn Truss Plate knstItute,218 N.Lee Street,Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T12425162 14480SH C3H Corner Jack 6 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:48:45 2017 Page 1 I D:jQZ 1?AcYbz8eEg7Lmj DLvoyRnKd-tBzsCNmUdt77JIJp7t7agxdf_vUPS3DhgdR861 yNBXG -1-4-8 2-10-15 1-4-8 2-10-15 Scale=1:14.0 3 6.00 12 N 2 'f 4 5 2x8 2-10-15 2-10-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) -0.00 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(TL) -0.01 4-5 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR Weight:12 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 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=225/0-5-8,3=60/Mechanical,4=22/Mechanical Max Horz 5=73(LC 12) Max Uplift 5=-59(LC 12),3=-26(LC 12) Max Gray 5=225(LC 1),3=62(LC 17),4=48(LC 3) FORCES. (lb)-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=5.0psf;BCDL=5.0psf;h=25ft;B=43ft;L=44ft;eave=5ft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,3. 1 � ter. 0 WARNING-Verify 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 MiTek®connectors.This design is based only upon parameters shown,and is for an individual budding 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. 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 fabdcation,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdiable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type r 4Qty Ply T12425163 14480SH C3U Corner Jack 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:48:46 2017 Page 1 ID:j0Z1?AcYbzeeEg7LmjDLvoyRnKd-LNXEPjn6OBF_wvuohbepM89goJgeBWTquHAheTyNBXF -1-4.8I 2-10-15 1-4-8 2-10-15 Scale=1:13.5 3 6.00112 2 �1 1 1 ■ 441 4 5 2x6 II 2-10-15 2-10-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) -0.00 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(TL) -0.01 4-5 >999 180 BCLL 0.0 * Rep Stress Incr YES I WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR Weight:12 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 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=225/0-5-8,3=60/Mechanical,4=22/Mechanical Max Horz 5=73(LC 12) Max Uplift 5=-62(LC 12),3=25(LC 12) Max Gray 5=225(LC 1),3=62(LC 17),4=48(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=5.Opsf;BCDL=5.Opsf;h=25ft;B=43ft;L=44ft;eave=5ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,3. t d A WARNING-Verify des/gn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/I32015 BEFORE USE. Design valid for use only with MIIeke connectors.ihls 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 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 tracing MiTek* B always required for stability and to prevent collapse with rx>ssble personal Injury and properly damage. For general guidance regarding the fatrtcatk>n,storage,delivery,erection and tracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely informaIIon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Nexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type 4 401y Ply T12425164 14480SH C5C Corner Jack 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:48:47 2017 Page 1 ID:jQZ1?AcYbzeeEg7LmjDLvoyRnKd-pZ5cd3ok9UNrY3TCF192vMizmj8owzj_7xwFAvyNBXE -1-4-8 4-10-15 1-4-8 4-10-15 Scale=1:17.7 3 6.00 I12 9 9, N N 2 L 4 5 2.5x4 = 0-4-8 4-10-15 0-4-8 4-6-7 Plate Offsets(X,Y)-- [2:0-0-0,0-0-6] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.04 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(TL) -0.04 4-5 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:18 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=110/Mechanical,4=38/Mechanical,5=323/0-3-8 Max Horz 5=101(LC 12) Max Uplift 3=-51(LC 12),4=-24(LC 9),5=-106(LC 12) Max Gray 3=110(LC 1),4=77(LC 3),5=323(LC 1) FORCES. (lb)-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=5.Opsf;BCDL=5.0psf;h=25ft;B=43ft;L=44ft;eave=5ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-8 to 2-11-14,Interior(1)2-11-14 to 4-10-3 zone;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s)3,4 except(jt=lb) 5=106. a WARNING-Verify 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 MiTek®connectors.This design is based only upon parameters shown,and is for an individual briding component,not a truss syshem.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall burg 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 property damage. For general guldcrlce regarding the BB04 Parke East Blvd.fabrication,storage,delivery,erection and bracing of trusses and buss systems,seeANSI/IPI I Quality Criteria,DSB-89 and BCSI Building Component Safely bVormalton avdlable from Truss Plate Institute,218 N.Lee Street.Stile 312,Alexandra.VA 22314. Tampa,FL 33610 Job Truss Truss Type ply Ply T12425165 14480SH C5C1 Corner Jack 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:48:47 2017 Page 1 I D:jQZ1?AcYbz8eEg7LmjDLvoyRnKd-pZ5cd3ok9UNrY3TCF192vMizyj7dwzj_7xwFAvyNBXE -1-4-8 4-10-15 1-4-8 4-10-15 Scale=1:17.7 6.00 12 8 NN- ---, 2 = 4 2.5x4= 4-10-15 4-10-15 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.07 4-7 >854 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.27 Vert(TL) -0.07 4-7 >838 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 3 r1/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:18 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=125/Mechanical,2=288/0-3-8,4=57/Mechanical Max Horz 2=101(LC 12) Max Uplift 3=-56(LC 12),2=-104(LC 12),4=-28(LC 12) Max Gray 3=125(LC 1),2=288(LC 1),4=89(LC 3) FORCES. (lb)-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=5.Opsf;BCDL=5.0psf;h=25ft;B=43ft;L=44ft;eave=5ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-8 to 2-11-14,Interior(1)2-11-14 to 4-10-3 zone;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4 except(jt=lb) 2=104. 1 � mit a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10032015 BEFORE USE. Design valid for use only with Mick®connectors.this design is based only utx>n parameters shown.and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicabNity 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 MiTek. is always required for slabllly 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/IPI1 Quality Crtt.do,DSB-89 and BCSI BuNdng Component 6904 Parke East Blvd. Safely Information available from Truss Plate Ins-Mute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T12425166 14480SH C5U Corner Jack 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:48:48 2017 Page 1 ID:jQZ1?AcYbzeeEg7LmjDLvoyRnKd-Hme_gPpNwoViAD2Op?gHRZF8h7USfQz7MafojLyNBXD -1-4-8 4-10-15 1-4-8 4-10-15 Scale=1:18.4 3 6.00 FIT 6 2 cc PP� II 4 5 2.5x6 H 4-10-15 4-10-15 Plate Offsets(X,Y)-- 12:0-0-14,0-1-121,15:0-2-5,0-0-12),(5:0-0-0,0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.02 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.24 Vert(TL) -0.06 4-5 >906 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR Weight:18 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=294/0-5-8,3=122/Mechanical,4=52/Mechanical Max Horz 5=102(LC 12) Max Uplift 5=-58(LC 12),3=-51(LC 12) Max Gray 5=294(LC 1),3=122(LC 1),4=87(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=-252/187 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=43ft;L=44ft;eave=5ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-8 to 2-11-14,Interior(1)2-11-14 to 4-10-3 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,3. Q WARNING-Verity 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 MiTek®connectors.Thls 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 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 cdiapse with possible personal Wry and property damage. For general guidance regarcing the fabrication storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPI)Quality Criteria.D5B-89 and SCSI Building Component 6904 Parke East Blvd. Safety information avdlable from Truss Plate Institute,218 N.Lee Street Suite 312,Alexandria,VA 22314. Tampa,FL 33610 j Job Truss Truss Type Qty Ply T12425167 1 14480SH E2C Jack-Closed 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:48:48 2017 Page 1 ID:jQZ1?AcYbz8eEg7LmjDLvoyRnKd-Hme_gPpNwoViAD2Op?gHRZFBd7V5fQz7MafojLyNBXD -1-4-8 2-0-0 1-4-8 2-0-0 1.5x4 I Scale=1:10.4 4 3 6.00 12 • 2 1 6 2.5x4=41110, i 7 1.5x4 115 0-4-4 2-0-0 0-4-4 1-7-12 LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) 1/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) 0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.13 Vert(TL) 0.00 6-7 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:10 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=-22/Mechanical,7=254/0-3-8 Max Horz 7=59(LC 12) Max Uplift 5=-22(LC 17),7=-i12(LC 12) Max Gray 5=22(LC 13),7=254(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=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=43ft;L=44ft;eave=5ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb) 7=112. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIl-7473 rev.IW32015 BEFORE USE. Design valid for use only with MITeke 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 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 stablBy and to prevent collapse with possible personal kllray and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdlable from Truss Plate Institute,218 N.Lee Street,Suite 312,Nexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply • • T12425168 14480SH E2U Jack-Open 6 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:48:49 2017 Page 1 ID:jQZ 1?AcYbz8eEg7LmjDLvoyRnKd-IyCM2lp?h6dZoNdbMj BW_nnLwW tkOtDHaEPLFoyNBXC -1-4-8 2-0-0 1-4-8 2-0-0 Scale=1:11.2 3 p 6.00 Fir 0 2 rb 1 1 ►t 5 4 2x6 II 2-0-0 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20M Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) -0.00 5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=203/0-5-8,3=29/Mechanical,4=7/Mechanical Max Horz 5=60(LC 12) Max Uplift 5=-68(LC 12),3=-12(LC 9) Max Gray 5=203(LC 1),3=31(LC 17),4=31(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=lOtmph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=43ft;L=44ft;eave=5ft;Cat. II;Exp B;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MW FRS 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)5,3. 1 � A WARNING-Verify 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 Mitek®connectors.this design is based only upon parameters shown,and is for an individual budding 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. 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,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-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. Tarnpa,FL 33610 Job Truss Truss Type Qty Ply TI2425169 14480SH E3 Jack-Open 6 1 ,Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:48:50 2017 Page 1 ID:jQZ1?AcYbz8eEg7LmiDLvoyRnKd-D8mkF5gdSPIQPWCnwQiIX_KXDwBQ7KSQpu8vnEyNBXB -1-4-8 3-0-0 1-4-8 I 3-0-0 Scale=1:13.0 3 6.00 12 t` N n 2 1 4 2.5x4= 3-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) -0.00 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(TL) -0.01 4-7 >999 180 BCLL 0.0 * Rep Stress!nor YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=69/Mechanical,2=219/0-5-8,4=29/Mechanical Max Horz 2=73(LC 12) Max Uplift 3=-27(LC 12),2=-59(LC 12) Max Gray 3=70(LC 17),2=219(LC 1),4=52(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=5.Opsf;BCDL=5.0psf;h=25ft;B=43ft;L=44ft;eave=5ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER'REFERANCE PAGE MII-7473 rev.1003/2015 BEFORE USE. le Design valid for use only with Muck®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 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 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/IPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Solely Information avaliabie from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexa ndrla,VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply 112425170 14480SH E55 Jack-Open 5 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:48:50 2017 Page 1 ID:jOZ1?AcYbz8eEg7LmjDLvoyRnKd-D8mkF5gdSPIQPWCnwQiIX_KSuw8z7KSQpu8vnEyNBXB -1-4-8 5-5-0 1-4-8 5-5r0 Scale=1:20.7 3 6.00 riy 0 v m N - --,, 2 O 1 . I� hItig 53x6 II 4 5-5-0 5-5-0 Plate Offsets(X,Y)-- [2:0-0-14,0-1-121,15:0-2-5,0-0-8),[5:0-0-0,0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.04 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.30 Vert(TL) -0.09 4-5 >659 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=313/0-5-8,3=136/Mechanical,4=59/Mechanical Max Horz 5=110(LC 12) Max Uplift 5=-58(LC 12),3=-57(LC 12) Max Gray 5=313(LC 1),3=136(LC 1),4=97(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=-267/193 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=43ft;L=44ft;eave=5ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-8 to 2-11-14,Interior(1)2-11-14 to 5-4-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,3. A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK 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,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 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 Quality Criteria,DSB-89 and SCSI 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 T12425171 14480SH E5H Jack-Open 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:48:51 2017 Page 1 ID:jQZ1?AcYbz8eEg7LmjDLvoyRnKd-hLK7TRrFDjtH1gmzU8E_3CteTKV_sniZ2YuSKgyNBXA -1-4-8 5-0-0 1-4-8 5-0-0 Scale=1:20.2 3 6.00 12 6 co 2 5 2x8II 4 5-0-0 5-0-0 Plate Offsets(X,Y)-- (2:0-0-14,0-1-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.03 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 125 BC 0.25 Vert(TL) -0.07 4-5 >851 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR Weight:19 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=297/0-5-8,3=124/Mechanical,4=53/Mechanical Max Horz 5=104(LC 12) Max Uplift 5=-56(LC 12),3=-54(LC 12) Max Gray 5=297(LC 1),3=124(LC 17),4=89(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=-254/187 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=43ft;L=44ft;eave=5ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-8 to 2-11-14,Interior(1)2-11-14 to 4-11-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,3. mit 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE I11I-7473 rev.1Go3/2015 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.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 posble personal krJtay and properly damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avallable from Truss Plate Institute,218 N.Lee Street.Suite 312 Alexandria,VA 22314. Tampa,FL 33610 IJob Truss Truss Type Qty Ply 4 • 112425172 14480SH E5H1 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:48:51 2017 Page 1 ID:jQZ1?AcYbz8eEg7LmjDLvoyRnKd-hLK7TRrFDjtH/gmzU8E_3CtdzKUgsniZ2YuSKgyNBXA 1-4-14 5-0-0 1-4-14 3-7-2 Scale=1:19.2 4 6.00 12 1.5x4 4x4— m 2 1 m o 2.5X4 EMM, 3 ■ I' 5 6 2.5x4 I I 1-4-14 5-0-0 1-4-14 3-7-2 Plate Offsets(X,Y)-- 16:0-2-0,0-1-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.03 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.26 Vert(TL) -0.07 5-6 >777 180 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(TL) 0.04 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR Weight:19 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0.0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=348/0-3-8,4=152/Mechanical,5=64/Mechanical Max Horz 6=74(LC 12) Max Uplift 6=-30(LC 12),4=-62(LC 12) Max Gray 6=348(LC 1),4=152(LC 1),5=90(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-6=-317/125 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=43ft;L=44ft;eave=5ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 1-5-5,Interior(1)0-1-12 to 4-11-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,4. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.IGV32015 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.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 to stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrlcatkxl,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria,DSB-e9 and BCSI Building Component 6904 Parke East Blvd. Solely IHormalton avdtable from Truss Plate Institute,218 N.Lee Street.Suite 312 Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply T12425173 14480SH E5HS Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:48:52 2017 Page 1 ID:jQZ1?AcYbz8eEg7LmjDLvoyRnKd-9XuVgmst_1?7fgLA2rlDcPPpmkgObEyjHCdOs7yNBX9 5-0-0 5-0-0 NAILED Scale=1:19.2 2 5 6.00 I12 F P) m d 3 4 3x7 II 5-0-0 5-0-0 Plate Offsets(X,Y)-- [1:0-0-14,0-1-121,[4:0-2-4,0-0-81,[4:0-0-0,0-1-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.03 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.26 Vert(TL) -0.07 3-4 >790 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.03 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MR Weight:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=192/0-3-8,2=256/Mechanical,3=59/Mechanical Max Horz 4=70(LC 12) Max Uplift 2=-117(LC 12) Max Gray 4=192(LC 1),2=256(LC 1),3=92(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=5.Opsf;BCDL=5.Opsf;h=25ft;B=43ft;L=44ft;eave=5ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-6-2,Interior(1)4-6-2 to 4-11-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=117. 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pif) Vert:1-2=-60,3-4=-20 Concentrated Loads(Ib) Vert:2=-123(F) t, 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10103/2016 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.Before use,the binding 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 buss web and/or chord members only. Additional temporary and permanent bracing MiTek" iT ek• is always required for stablity and to prevent collapse with posslale personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1P11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute,218 N.Lee Street,Suite 312,Nexandrla.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T12425174 14480SH E7C Jack-Open 6 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:48:53 2017 Page 1 lD:jQZ1?AcYbz8eEg7LmjDLvoyRnKd-ejStu6sVkK8_G_wMbZGS8dyvD861KhCsVsNZOZyNBX8 -1-4-8 7-0-0 1-4-8 7-0-0 Scale=1:24.4 3 �I 6.00 FT 10 b � v cb 9 2 • 4 3x44- 0-4-8' 7-0-0 6-7-8 Plate Offsets(X,Y)-- f2:0-0-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loo) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.21 4-5 >366 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.51 Vert(TL) -0.21 4-5 >361 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.06 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=170/Mechanical,4=69/Mechanical,5=398/0-3-8 Max Horz 5=132(LC 12) Max Uplift 3=-78(LC 12),4=-37(LC 12),5=-124(LC 12) Max Gray 3=170(LC 1),4=119(LC 3),5=398(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=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=43ft;L=44ft;eave=5ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-8 to 2-11-14,Interior(1)2-11-14 to 6-11-4 zone;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4 except(It=lb) 5=124. A WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1-7473 rev.10/0312015 BEFORE USE mi 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 bullring designer must verity the applicability of design parameters and properly Incorporate this design Into the overall briding design. tracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek. h always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regadng the fabrication,storage,delivery,erection and bracing of trusses and tnrss systems seeANS1/1PI1 Qualify Criterle,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T12425175 14480SH E7U Jack-Open 14 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:48:53 2017 Page 1 ID:jQZ1?AcYbz8eEg7LmjDLvoyRnKd-ejStu6sVkK8_G_wMbZGS8dyvO86yKhCsVsNZOZyNBX8 -1-4-8 7-0-0 1-4-8 7-0-0 Scale=1:25.2 3 6.00 12 7 9 N N � e 6 2 e10.1 5 4 556 II 7-0-0 7-0-0 Plate Offsets(X,Y)-- [2:0-0-14,0-1-12),[5:0-0-0,0-1-12] 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.10 4-5 >797 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.28 4-5 >290 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(TL) 0.06 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR 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 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=373/0-5-8,3=181/Mechanical,4=80/Mechanical Max Horz 5=133(LC 12) Max Uplift 5=-57(LC 12),3=-76(LC 12) Max Gray 5=373(LC 1),3=181(LC 1),4=128(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=-318/206 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=43ft;L=44ft eave=5ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-8 to 2-11-14,Interior(1)2-11-14 to 6-11-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)The Fabrication Tolerance at joint 5=4%,joint 5=4% 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,3. WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev.10933/2015 BEFORE USE. Design valid for use only with Milek®connectors.This design 6 based only upon parameters shown,and Is for an Indivkival 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. 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,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available Born Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa.FL 33610 !Job Truss Truss Type Qty Ply T12425176 14480SH Fl FLOOR SUPPORTED GABL 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 5 Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:48:54 2017 Page 1 ID:jQZ1?AcYbz8eEg7LmjDLvoyRnKd-6v0F5St7VeGru8VY9GnhhgVDKXaM38g0kW66w?yNBX7 oxe 0N8 Scale=1:26.7 3x4= 3x4= 1 2 3 4 5 6 7 8 9 10 11 12 13 •• • e a 292 1 . ._ _ _ _ _ _ _ _ • • o a a • a a ....•.•.•.•.•...ca..�eeeeweec..w...•.•.•.•.•.•...cep ..c....c•w...c.•.c.•......•..•.....•.•.•.•.•.•.......•.•.ee�•.c�._.•.!!..•.•.•...•.•....•.•.....•...7................ccc�eccewws,_•.. 27 26 25 24 23 22 21 20 19 18 17 16 15 14 3x4= 3x4= 3x6 FP= 3x4= 3x4= 15-8-8 161$ 15-8-8 5-pp Plate Offsets(X,Y)-- )13:0-1-8,Edge),F15:0-1-8,Edge1,(26:0-1-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.11 Vert(LL) n/a - rUa 999 MT20 244/190 TCDL 17.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - rVa 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) -0.00 15 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:80 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, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: OTHERS 2x4 SP No.3(flat) 10-0-0 oc bracing:26-27,14-15. REACTIONS. All bearings 16-1-8. (lb)- Max Gray All reactions 250 lb or less at joint(s)14,27,26,25,24,23,22,21,20,19,17,16,15 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5) 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 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER'REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. la Design valid for use only with MiTeke connectors.This design Is based only upon parameters shown,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 briding 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 gukkrrce regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdlable from Truss Plate institute.218 N.lee Street,Suite 312 Alexandria VA 22314. Tampa,FL 33610 1 Job Truss Truss Type Qty Ply T12425177 14480SH F10 FLOOR 3 1 i Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:48:55 2017 Page 1 ID:jQZ1?AcYbz8eEg7LmjDLvoyRnKd-a6adloumGyOiW I4kj_IwE21 ATxhOoR69zAsgTRyNBX6 i -130 I I 1-5-0 -i Scale=1:30.7 1.5x3 II 3x4= 3x4= 3x6 FP= 3x4= 1 2 3 4 5 6 7 8 9 10 cl. . , , \ / \ / \ • \ ./ \ \ / \ / _ 21 20 19 18 17 16 15 14 13 12 3x4 H 1.5x3 I I 3x12 M18SHS FP= 3x4= 3x4 II 1.5x3 SP= 3x4= 1-6.0 I 4-0-0 I 9-5-0 I 11-11-0 I 14-5-0 I 16-11-0 I 18-5-0 1-6-0 2-6-0 5-5-0 2-6-0 2-6-0 2-6-0 1-6-0 Plate Offsets(X,Y)-- 11:Edge,0-1-81,[5:0-1-8,Edgel,f18:0-1-8,Edge],121:Edge,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (lac) 1/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.98 Vert(LL) -0.26 16-17 >854 360 MT20 244/190 TCDL 17.0 Lumber DOL 1.00 BC 0.98 Vert(TL) -0.46 16-17 >471 240 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(TL) 0.07 11 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight 100 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2(flat)*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 15-21:2x4 SP SS(flat) 2-2-0 oc bracing:14-16. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 11=1126/0-3-8,21=1126/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-21=-1126/0,10-11=-1120/0,1-2=-1008/0,2-3=-2450/0,3-4=-3544/0,4-5=-3544/0, 5-6=-3680/0,6-8=-3363/0,8-9=-2477/0,9-10=-1000/0 BOT CHORD 19-20=0/1889,18-19=0/3043,17-18=0/3544,16-17=0/3544,14-16=0/3679,13-14-0/3036, 12-13=0/1891 WEBS 10-12=0/1414,1-20=0/1426,9-12=-1325/0,2-20=-1309/0,9-13=0/870,2-19=0/834, 8-13=-831/0,3-19=-881/0,8-14=0/487,3-18=0/874,6-14=-470/0,4-18=-349/0, 5-17=-339/2,5-16=-188/396 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 4x6 MT20 unless otherwise indicated. 4)The Fabrication Tolerance at joint 15=11% 5)Refer to girder(s)for truss to truss connections. 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. 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design k 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 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. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeAN5I/1Pl1 Quality Criteria,DSB-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 Qty Ply T12425178 14480SH F11 FLOOR GIRDER 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:48:55 2017 Page 1 ID:jQZ1?AcYbz8eEg7LmjDLvoyRnKd-a6adloumGyOi W I4kj_IwE21 CmxIVoU F9zAsgTRyN BX6 130I 0-4-8 Scale=1:13.9 MSH422 6x8= MSH422 4x6 I3x6 II 4x6 II MSH422 6x8= 1 13 2 3 14 4 15 MSH422 5 • • . Nror . A ,,,,$ ♦ 114 = 10 9 8 7 6 I 1.5x3 II 1.5x3 I I 3x4= 4x6= 3x4 II 354 II 3-4-81 3-9-0 I 4-7-8 7-6-0 3-4-8 0-4-8 0-10-8 2-10-8 Plate Offsets(X,Y)-- [2:0-3-0,Edge),[4:0-3-0,Edge],[5:0-3-0,Edge),[8:0-1-8,Edge),[12:Edge,0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.83 Vert(LL) -0.03 10 >999 360 MT20 244/190 TCDL 17.0 Lumber DOL 1.00 BC 0.72 Vert(TL) -0.05 10 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.48 Horz(TL) 0.02 6 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:63 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12=1783/0-6-0,6=1752/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-12=-1785/0,5-6=-1750/0,1-2=-1413/0,2-3=-2799/0,3-4=2849/0,4-5=-1426/0 BOT CHORD 10-11=0/2799,9-10=0/2799,8-9=0/2799,7-8=0/2849 WEBS 1-11=0/1987,2-11=-1926/0,5-7=0/2005,4-7=-1977/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s)for truss to truss connections. 3) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Use USP MSH422(With 10d nails into Girder&10d nails into Truss)or equivalent at 5-10-12 from the left end to connect truss(es) to front face of top chord. 5)Use USP MSH422(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-7-12 from the left end to 5-7-12 to connect truss(es)to back face of top chord. 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). LOAD CASE(S) Standard 1) Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:6-12=-10,1-5=-114 Concentrated Loads(Ib) Vert:13=-852(B)14=-852(B)15=-932(F=-80,B=-852) t pa A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MITekw connectors.This design k based only upon parameters shown.and is for an Individual balding 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. Brac!ig Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary aid 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/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East BNd. Safely Information avrIr tyle from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply 712425179 14480SH F12 FLOOR 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:48:56 2017 Page 1 ID:jQZ1?AcYbz8eEg7LmjDLvoyRnKd-2170W8vO1 FWZ7RfxHhp9mFaXYLF5X1 elBgbD?uyNBX5 1-3-0 1r5x6-1163x6= 1 3x6= 2 3 1.5x3 11 4 Scale=1:10.3 % . . I 14= 8 7 6 5 3x4= 3x4 II 3x4 1-3-0 11-6-0 11-9.0 I 3-4-8 1-3-0 0-3-0 0-3-0 1-7-8 Plate Offsets(X,Y)-- 16:0-1-8,Edgel,(7:0-1-8,Edge),f8:Edge,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.13 Vert(LL) -0.00 7 >999 360 MT20 244/190 TCDL 17.0 Lumber DOL 1.00 BC 0.06 Vert(TL) -0.00 7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 5 Na n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:26 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(ftat) TOP CHORD Structural wood sheathing directly applied or 3-4-8 oc purlins, BOT CHORD 2x4 SP No.2(ftat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=194/Mechanical,5=194/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 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. t 1 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.10/03/2015 BEFORE USE. ra Design valid for use only with Mllek4)connectors.This design is lased 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 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Wok' 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/TPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avallabie from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tempa,FL 33610 'Job Truss Truss Type ' Qty Ply• 112425180 14480SH F13 FLOOR GIRDER 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 S Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:48:57 2017 Page 1 ID:jQZ1?AcYbz8eEg7LmjDLvoyRnKd-W UhOjUwOoZeQIbE7gOKOJT7cIIZWGRHSQULnXKyNBX4 I 1M01-1422 I 1-3-0 MSH422 3x6= 1 3x6= 9 2 1.5x3 II 3 1.5x3 I! 4 Scale=1:10.2 3x4= 8 7 6 3x4= 3x4 3x4 I I 4-6-0 4-6-0 Plate Offsets(X,Y)-- (6:0-1-8,Edge),(7:0-1-8,Edge),(8:Edge,0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.51 Vert(LL) -0.01 7 >999 360 MT20 244/190 TCDL 17.0 Lumber DOL 1,00 BC 0.15 Vert(TL) -0.01 7 >999 240 BCLL 0.0 Rep Stress Ina NO WB 0.25 Horz(TL) 0,00 5 ri/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:30 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-6-0 oc purtins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=506/Mechanical,5=444/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=-498/0,4-5=-437/0,1-2=-381/0,2-3=-381/0,3-4=-381/0 BOT CHORD 6-7=0/381 WEBS 4-6=0/527,1-7=0/527,2-7=-353/0,3-6=-348/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s)for truss to truss connections. 3) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Use USP MSH422(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 0-11-12 from the left end to 2-11-12 to connect truss(es)to front face of top chord. 5) Fill all nail holes where hanger is in contact with lumber. 6) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:5-8=-10,1-4=-114 Concentrated Loads(Ib) Vert:3=-207(F)9=-215(F) 1 1 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 14I1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Milek®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 aprAlcub llty 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 properly damage. For general gricfance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,sec:ANSI/1PI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bed. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss TypeQty Ply 112425181 14480SH F14 FLOOR 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:48:57 2017 Page 1 ID:jQZ1?AcYbz8eEg7LmjDLvoyRnKd-W UhOjUwOoZeQIbE7gOKOJT7cAl W UGRjSQULnXKyNBX4 1-3-0 1-10-0 1-10-8 Scale=1:20.3 1.5x3 I I 1.5x3 H 3x6= 3x6= 1 — 2 3 4 5 6 7 • • I \ • o7 • •: • • 0 0 __N. —\./— —\. • • •XT 16 15 14 '3,! 12 11 10 9 1.5x3 I 1.5x3 I I 4-11-12 4-10-0 ___ 4-11 8 6-4-0 10-11-8 I 12-5-8 I4-10-0 0I1 1B 1-4-4 I 4-7-8 1-6-0 0-0-4 Plate Offsets(X,Y)-- [5:0-1-8,Edge],[6:0-1-8,Edge],[14:0-1-8,Edge],)15:0-1-8,Edge],[16:Edge,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 1 TC 0.52 Vert(LL) -0.03 10 >999 360 MT20 244/190 TCDL 17.0 Lumber DOL 1.00 BC 0.37 Vert(TL) -0.04 10 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.01 8 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:71 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, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:13-14,12-13. REACTIONS. (lb/size) 16=296/Mechanical,8=455/0-3-8,13=762/0-3-8 Max Gray 16=321(LC 10),8=463(LC 7),13=769(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-16=-322/0,7-8=-457/0,1-2=-281/0,2-3=-281/0,3-4=-281/0,4-5=-360/0, 5-6=-629/0,6-7=-330/0 BOT CHORD 14-15=0/281,11-12=0/629,10-11=0/629,9-10=0/629 WEBS 4-13=-775/0,1-15=0/389,4-14=0/353,7-9=0/466,4-12=0/426,6-9=-433/0, 5-12=-427/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3) Refer to girder(s)for truss to truss connections. 4) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ME-7473 rev.1O,V32015 BEFORE USE. legit 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.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall ;� building design. Bracing Indicated k to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' k 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/IPI1 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 Alexandria VA 22314. Tanya,FL 33610 Job Truss Truss Typer t Qty Ply T12425182 14480SH F15 FLOOR GIRDER 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:48:58 2017 Page 1 ID:jQZ1?AcYbz8eEg7LmjDLvoyRnKd-_hFmxgweZtmHNIpJ06sdrgfnc9lP?oNbf84K3myNBX3 0-1-8 H I 1-3-0 I I 0-7-4 I 1-1-12 Scale=1:20.6 4x6= MSH422 1.5x3= 3x6= 4x6= 1 2 3 4 5 o e • • 5 o e e • 1 13 12 11 10 9 8 4x6= 4x6= 7-2-12 12-6-0 7-2-12 5-3-4 Plate Offsets(X,Y)-- (1:Edge,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.54 Vert(LL) -0.07 11 >999 360 MT20 244/190 TCDL 17.0 Lumber DOL 1.00 BC 0.77 Vert(TL) -0.13 11 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.58 Horz(TL) 0.04 7 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:73 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 14=917/0-3-8,7=987/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-912/0,6-7=-981/0,1-2=-800/0,2-3=-1904/0,3-4=-2438/0,4-5=-2082/0,5-6=-862/0 BOT CHORD 12-13=0/1504,11-12=0/2281,10-11=0/2517,9-10=0/2517,8-9=0/1627 WEBS 1-13=0/1099,2-13=-1047/0,2-12=0/595,3-12=-560/0,6-8=0/1219,5-8=-1137/0,5-9=0/676,4-9=-643/0 NOTES- 1)All plates are 3x4 MT20 unless otherwise indicated. 2) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)CAUTION,Do not erect truss backwards. 4)Use USP MSH422(With 10d nails into Girder&10d nails into Truss)or equivalent at 7-2-12 from the left end to connect truss(es)to back face of top chord. 5)Fill all nail holes where hanger is in contact with lumber. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:7-14=-10,1-6=-114 Concentrated Loads(Ib) Vert:4=-392(B) Q WARNING-Verify 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 Mitek®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 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 M iTek' k 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/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informallon available from Truss Plate Institute.218 N.Lee Street,Suite 312 Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type , . Qty Ply T12425183 14480SH F16 FLOOR 1 1 ' Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:48:59 2017 Page 1 ID:jQZ1?AcYbz8eEg7LmjDLvoyRnKd-Stp88AxGKAu8_vOWypNsOuCyRYBTkLKluogtcDyNBX2 1 1-3-0 1-10-0 Scale=1:14.1 3x4= 3x6= 1 3x6= 2 3 3x4= 4 • • • m 0 1. . _ \_ 3x4= 3x4= 9 8 7 6 1.5x3 I I 1.5x3 I I 3x4 11 3x4 11 1 1-6-0 1 6-1-0 1 7-7-0 1 1-6-0 4-7-0 1-6-0 Plate Offsets(X,Y)-- 12:0-1-8,Edge),)3:0-1-8,Edge),(10:Edge,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (lac) 1/defl lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.54 Vert(LL) -0.03 8 >999 360 MT20 244/190 TCDL 17.0 Lumber DOL 1.00 BC 0.40 Vert(TL) -0.04 8 >999 240 BCLL 0.0 Rep Stress lncr YES WB 0.22 Horz(TL) 0.01 5 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight:44 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, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=455/0-5-8,5=455/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-448/0,4-5=-448/0,1-2=-320/0,2-3=-612/0,3-4=-320/0 BOT CHORD 8-9=0/612,7-8=0/612,6-7=0/612 WEBS 4-6=0/452,1-9=0/452,3-6=-423/0,2-9=-423/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design Is based only upon parameters shown,and is tor an individual bulding component not a truss system.Before use,the building 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 Individual taus 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/1PI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avdiable from Thus Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type • I Qty Ply • T12425184 14480SH F17 FLOOR 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:48:59 2017 Page 1 ID:jQZ1?AcYbzBeEg7LmjDLvoyRnKd-Stp88AxGKAu8_vOWypNsOuC_NYGvkLgluogtcDyNBX2 0-1-8 H 1-3-0 1-7-8 2-4-8 Scale=1:23.2 1.5x3 = 1.5x3 II 3x6= 1.5x3 II 1.5x3 13x6= 1 2 3 4 5 6 7 8 • H ; _. //,_i 8 / \ \ /II\ 1 T :•:ii❖:ii•:iiii•:i•:ii❖:•i1❖:❖:i ii❖:S•ii11iiiiiiii1•iS1•i:::::: iliiVeWee•� eVlie••••••••••••••••••••••••••••••••••••••••-.. !!!!�!�!�!�l�l�•.!�!�!�!�!�!.!�!�!�!�!.!�!Q�I�IQ�I�I�!�!�!:---CJD-�.�..J-�-�.� •.i •_�_. •_� •_�•_�_g •.•%z>_• X 1.5x3 1-6-0 7-1-8 8-6-0 8 7 8 14-0-0 1-6-0 i 5-7-8 1-4-8 0-1-8 5-4-8 Plate Offsets(X,Y)-- [4:0-1-8,Edge),[10:0-1-8,Edge),[11:0-1-8,Edge),[15:0-1-8,Edge) LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.41 Vert(LL) -0.01 10 >999 360 MT20 244/190 TCDL 17.0 Lumber DOL 1.00 BC 0.12 Vert(TL) -0.01 10-11 >999 240 BCLL 0.0 Rep Stress!nor YES WB 0.19 Horz(TL) 0.00 9 n/a n/a i BCDL 5.0 Code FBC2014/TPI2007 Matrix-S i Weight:78 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, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 8-7-8 except(jt=length)9=0-5-8. (Ib)- Max Gray All reactions 250 lb or less at joint(s)17,16,13 except 9=335(LC 10),12=441(LC 9),12=403(LC 1), 15=251(LC 9),14=285(LC 10) FORCES. (1b)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 8-9=-327/0,5-6=-293/0,6-7=-293/0,7-8=-293/0 BOT CHORD 10-11=0/293 WEBS 5-12=-427/0,4-14=-272/0,8-10=0/406,5-11=0/391,7-10=-265/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. ima a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M11-7473 rev.10N3/2015 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.Before use,the building designer must verify the applicabAlty of design parameters and properly Incorporate this design Into the overall balding 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 fabrication,storage,delivery,erection and bracing of trusses and truss systems seeANSI/IPI I Quality Criteria,DSB-89 and BCSI Bulling Component 6904 Parke East Blvd. Safely Information avdlable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type . ,, Qty Ply 112425185 14480SH F18 FLOOR 4 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:00 2017 Page 1 ID:jQZ1?AcYbz8eEg7LmjDLvoyRnKd-w3NWMWyu5U0?c3ziWXu5x5k6_yTTTklu6SZRBfyNBX1 0-1-8 H I 1-3-0 I I 1-10-12 I 1-8-12 I Scale=1:35.3 4x6= 1.5x3= 1.54 II 3x6 FP= 6x8= 3x6= 1 2 3 4 5 6 7 8 9 10 11 .* . . ...tv,t__ ... a z \ z\ z . 26 I\ / \ / / 9 24 23 22 21 20 19 17 16 15 14 13 4x6= 1.5x3 II 4x6= 3x6 FP= 1.5x3 II 1.5x3 1 1-6-0 t 4-0-0 i 6-7-8 6}11 9-10-12 I 12-4-12 I 13-9-4 I 15-1-12 I 19-7-8 I 21-1-8 1-6-0 2-6-0 2-7-8 0-3-14 2-11-6 2-6-0 1-4-8 1-48 4-5-12 1-6-0 Plate Offsets(X,Y)— (1:Edge,0-1-81,13:0-1-8,Edge1,19:0-1-8,Edgel,(10:0-1-8,Edge1,121:0-1-8,Edgel LOADING (psi) SPACING- 2-0-0 CSI. DEFL In (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.61 Vert(LL) -0.09 20-21 >999 360 MT20 244/190 TCDL 17.0 Lumber DOL 1.00 BC 0.67 Vert(TL) -0.15 20-21 >999 240 BCLL 0.0 Rep Stress'nor YES WB 0.51 Horz(TL) 0.03 12 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight:115 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(ftat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 25=782/0-5-8,12=340/0-5-8,18=1460/0-5-8 Max Gray 25=799(LC 10),12=404(LC 4),18=1467(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-25=-795/0,11-12=-403/0,1-2=-683/0,2-3=-1574/0,3-4=-1877/0,4-5=-1877/0, 5-6=-1403/0,6-8=-370/0,8-9=-135/315,9-10=-477/63,10-11=-268/0 BOT CHORD 23-24=0/1277,22-23=0/1877,21-22=0/1877,20-21=0/1741,19-20=0/1033,18-19=-673/0, 17-18=-673/0,15-17=-63/477,14-15=-63/477,13-14.63/477 WEBS 8-18=-1422/0,1-24=0/936,8-19=0/1063,2-24=-884/0,6-19=-1006/0,2-23=0/440, 6-20=0/597,3-23=-461/0,5-20=-563/0,5-21=0/403,11-13=0/380,8-17=0/556, 10-13.302/105,9-17=-672/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. f a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MI1-7473 rev.1003/2015 BEFORE USE. 1111 Design valid for use only with MITekri connectors.This design Is based only upon parameters shown,and is for on 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. 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 Wry and property damage. for general guidance regarding the 6904 Parke East Blvd.fabrication,storage,delivery,erection and bracing of trusses and truss systems,see-ANSI/tell Quality Criteria.DSB-89 and SCSI Building Component Safely information avalable from Truss Plate Institute,218 N.Lee Street.Suite 312 Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type • Qty Ply T12425186 14480SH F2 FLOOR 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:02 2017 Page 1 I D:jQZ 1?AcYbz8eEg7Lmj DLvoyRnKd-tSVHmBz9d5GjrM65dywZOW gRKm6UxcNBam2XCXyN BX? 1-3-0I 1-7-8 0,-8 Scale=1:26.8 4x6= 3x6 FP= 1.5x3 II 1.5x3= 4 2 3 4 5 6 7 8 9 • = e \ / \ \ / II 20 ji cd —\ 19 18 17 16 15 14 13 12 11 0 4x6= 1.5x3 II 3x6 FP= 4x6= 16-1-8 16-1-8 Plate Offsets(X,Y)-- [1:Edge,0-1-8],j6:0-1-8,Edge],[9:0-1-8,Edge],[16:0-1-8,Edge),[19:Edge,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lora) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.69 Vert(LL) -0.15 14-15 >999 360 MT20 244/190 TCDL 17.0 Lumber DOL 1.00 BC 0.89 Vert(TL) -0.27 14-15 >707 240 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(TL) 0.05 10 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight:881b 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, BOT CHORD 2x4 SP No.2(flat)*Except* except end verticals. 13-19:2x4 SP No.1(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 10=977/0-3-8,19=984/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-19=-980/0,9-10=-973/0,1-2=-862/0,2-4=-2064/0,4-5=-2805/0,5-6=-2805/0, 6-7=-2696/0,7-8=-2080/0,8-9=-859/0 BOT CHORD 17-18=0/1621,16-17=0/2506,15-16=0/2805,14-15=0/2805,12-14=0/2526,11-12=0/1614 WEBS 9-11=0/1180,1-18=0/1220,8-11=-1123/0,2-18=-1127/0,8-12=0/692,2-17=0/658, 7-12=-664/0,4-17=-658/0,7-14=0/353,4-16=0/621,6-14=-381/78,5-16=-276/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3) Refer to girder(s)for truss to truss connections. 4) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. � I Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MU-7473 rev.10103/2015 BEFORE USE. MI Design valid for use only with MRek®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 incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual Buss 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/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdlabie from Truss Plate institute,218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa.FL 33610 I Job Truss Truss Type • Qty Ply TI2425187 14480SH F20 FLOOR 2 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:03 2017 Page 1 I D:jQZ 1?AcYbz8eEg7LmjDLvoyRnKd-Le2f_X_nOPOaTW hH BfRoYkMeRATtg5FKpOo5l_yN BX_ 0-1-8 H I 1-3-0 2-0-0 011.8 Scale=1:23.6 4x6= 4x6 = 1.5x3= 1.5x3 :I 1.5x3= 1 2 3 4 5 6 7 • I o o 4• • , 4 • 1 —7,,.\ z 6 17 T • o • > 14 13 12 11 10 9 4x6 = 1.5x3 II 4x6= 1-6-0 4-0-0 10-0-0I 12-6-0 I 14-0-0 1-6-0 2-6-0 6-0-0 2-6-0 1-6-0 Plate Offsets(X,Y)-- [1:Edge,0-1-81,[3:0-1-8,Edge1,[7:0-1-8,Edge1,[11:0-1-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (roc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.53 Vert(LL) -0.14 10-11 >999 360 MT20 244/190 TCDL 17.0 Lumber DOL 1.00 BC 0.75 Vert(TL) -0.22 10-11 >749 240 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(TL) 0.03 8 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:76 Ib 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, BOT CHORD 2x4 SP No.1(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 15=845/0-5-8,8=845/0-5-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-15=-842/0,7-8=-838/0,1-2=-728/0,2-3.1705/0,3-4=-2087/0,4-5=-2087/0,5-6=-1711/0,6-7=-727/0 BOT CHORD 13-14=0/1361,12-13=0/2087,11-12=0/2087,10-11=0/2007,9-10=0/1371 WEBS 7-9=0/998,1-14=0/999,6-9=-957/0,2-14=-940/0,6-10=0/505,2-13=0/519,5-10=-441/0,3-13=-638/0, 5-11=-77/362 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 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. t I la A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE Md-7473 rev.10403/2015 BEFORE USE. Design valid for use only with MiTek®connectors.Ns 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 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 tracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fat dcatkn,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 awilable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type . . Qty Ply T12425188 14480SH F21 Floor Supported Gable 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:03 2017 Page 1 g I D:jQZ 1?AcYbz8eEg7LmjDLvoyRnKdd-Le2f_X_nOPOaTW hHBfRoYkM18AeTgC6KpOo51_yNBX_ Q-1-t Q-1 t 1 3x4= 2 1.5x3 H 3 1.5x3 I Scale=1:10.4 7 — — 8 1.5x3= 1.5x3= - R 6 5 4 3x4 — 3x4= 3x4 2-3-4 2-3-4 Plate Offsets(X,Y)-- )5:0-1-8,Ed0e) LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.11 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 17.0 Lumber DOL 1.00 BC 0.01 j Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Ina YES WB 0.04 Horz(TL) 0.00 5 Na n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-P Weight:18 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-3-4 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. (lb/size) 6=67/2-3-4,4=-8/2-3-4,5=177/2-3-4 Max Uplift 4=-8(LC 1) 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 8 lb uplift at joint 4. 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. Id"6 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/032015 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.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 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 Quality CrIteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Sanity Information avdlable from Truss Plate institute,te,218 N.Lee Street Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type . Qty Ply T12425189 1 14480SH F3 FLOOR 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:04 2017 Page 1 ID:jQZ1?AcYbz8eEg7LmjDLvoyRnKd-prcl Bt?P9iW R5gGTINy15xvohZoJPX2U 14XeGOyNBW z 1301-40 Scale=1:25.9 1.5x3 I I 4x6= 14x6— 2 3 4 5 6 7 8 j o 0 9• \T/A/ •\ / \/ \ / 17 16 15 14 13 12 11 10 9 4x6= 1.5x3 II 4x6 = 15-10-0 II 15-10-0 Plate Offsets(X,Y)-- [1:Edge,0-1-8),(5:0-1-8,Edgej,1.14:0-1-8,Edgej,[17:Edge,0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.63 Vert(LL) -0.13 12-13 >999 360 MT20 244/190 TCDL 17.0 Lumber DOL 1.00 BC 0.80 ! Vert(TL) -0.24 12-13 >783 240 BCLL 0.0 Rep Stress Incr YES WB 0.57 1 Horz(TL) 0.05 9 n/a n/a I BCDL 5.0 Code FBC2014/TPI2007 Matrix-S 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 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 17=966/Mechanical,9=966/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-17=-962/0,8-9=-960/0,1-2=-844/0,2-3=-2015/0,3-4=-2709/0,4-5=-2709/0,5-6=-2612/0,6-7=-2030/0, 7-8=-839/0 BOT CHORD 15-16=0/1586,14-15=0/2439,13-14=0/2709,12-13=0/2709,11-12=0/2458,10-11=0/1582 WEBS 8-10=0/1186,1-16=0/1193,7-10=-1104/0,2-16=-1104/0,7-11=0/666,2-15=0/636,6-11=-638/0,3-15=-631/0, 6-12=0/327,3-14=0/568,5-12=-348/86 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3) Refer to girder(s)for truss to truss connections. 4) 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 ► 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mu-7473 rev.1010312015 BEFORE USE. Mit Design valid for use only with Miteke connectors.This design Is based only upon parameters shown,and Is for an kxilvkival 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. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Addlional 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 talricalkm,storage,delivery,erection and bracing of trusses and truss systems,SeeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdtable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type • , Qty Ply T12425190 14480SH F4 FLOOR 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:04 2017 Page 1 ID:JQZ1?AcYbz8eEg7LmjDLvoyRnKd-prcl Bt?P9iWR5gGTINy15xvl?Zp8PUdU14XeGQyNBWz 130I I 13-0 I Scale:3/8"=1' 5x6= 4x6= 4x6= 1.5x3 II 1.5x3 II 3x6 FP= 4x6= 5x6= 1 2 3 4 5 6 7 8 9 10 11 • • \\* s • • . ... - ': ,/' \ / \ ; / \ / \ / \_ / \N'4 22 21 20 19 18 17 16 15 14 13 12 5x6= 4x6= 4x6= 3x12 M18SHS FP= 4x6= 4x6= 8-0-0I 9-3-0 i 10-6-0 i 19-6-0 8-0-0 1-3-0 1-3-0 9-0-0 Plate Offsets(X,Y)— [1:Edge,0-1-81,[13:0-2-12,Edge1,118:0-1-8,Edgel,[19:0-1-8,Edgel,[22:Edge,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.80 Vert(LL) -0.29 17-18 >792 360 MT20 244/190 TCDL 17.0 Lumber DOL 1.00 BC 0.75 Vert(TL) -0.54 17-18 >432 240 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(TL) 0.08 12 rVa rVa BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:106 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(flat)'Except' TOP CHORD Structural wood sheathing directly applied or 4-9-13 oc purlins, 7-11:2x4 SP No.2(flat) except end verticals. BOT CHORD 2x4 SP No.1(flat)`Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 16-22:2x4 SP SS(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 12=1194/Mechanical,22=1194/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(ib)or less except when shown. TOP CHORD 1-22=-1192/0,11-12=-1186/0,1-2=-1075/0,2-3=-2639/0,3-4=-3874/0,4-5=-3874/0, 5-6=-3874/0,6-8=-4142/0,8-9=-3666/0,9-10=-2668/0,10-11=-1066/0 BOT CHORD 20-21=0/2018,19-20=0/3286,18-19=0/3874,17-18=0/4177,15-17=0/4033,14-15=0/3290, 13-14=0/2018 WEBS 11-13=0/1507,1-21=0/1520,10-13=-1415/0,2-21=-1402/0,10-14=0/966,2-20=0/922, 9-14=-926/0,3-20=-963/0,9-15=0/558,3-19=0/984,8-15=-545/0,4-19=-468/0, 6-18=-617/85 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x4 MT20 unless otherwise indicated. 4)Refer to girder(s)for truss to truss connections. 5)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. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE mi, Design valid for use only with Mllek®connectors.this design Is based only upon parameters shown.and is for an individual bidding 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. Bracing Indicated is to prevent budding of Individual taus web and/or chord members only. Addittonal temporary and permanent bracing MiTek' Is always required for stabdty and to prevent collapse with possible personal inlay and property damage. For general gukknce regardlna the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSl/TPil Qualify Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdable from Truss Plate institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type .• . Qty Ply T12425191 14480SH F4G FLOOR GIRDER 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:05 2017 Page 1 lD:jQZ1?AcYbz8eEg7LmjDLvoyRnKd-H 1 APPDO1 w0eHigrfl4UGe9S_Az9o8uHdGkHCosyNBWy 1-3-0 1-7-4 F—� Scale=1:32.7 MSH422 3x6 FP= 3x6 FP= 5x6= 6x8= 5x6 II 6x8= 5x6= 8x10= 8x10= 1 2 3 4 5 6 7 8 9 10 11 • : NNV,'/I\.\7/A ,...... i . 0 • • • : .. /AN,/ O 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 6x8= 3x6 FP= 3x4=8x10= 8x10= 3x12 M18SHS FP= 8x10 = 8x14 M18SHS= 4x6 I I 5x6 I I 15-11-12I 19-6-0 15-11-12 3-6-4 Plate Offsets(X,Y)-- [2:0-3-0,Edge],[6:0-1-8,Edge],[11:0-3-0,Edge],[19:0-5-0,Edge],[20:0-4-8,0-0-0],[21:0-1-8,Edge),[23:0-3-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.52 Vert(LL) -0.25 16-19 >925 360 MT20 244/190 TCDL 17.0 ! Lumber DOL 1.00 BC 0.72 Vert(TL) -0.46 16-19 >502 240 M18SHS 244/190 BCLL 0.0 Rep Stress lncr NO WB 0.95 Horz(TL) 0.07 12 rVa n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:175 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, BOT CHORD 2x4 SP SS(flat)`Except* except end verticals. 24-26:2x4 SP No.2(flat),18-22,12-17:2x4 SP No.1(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 26=1484/Mechanical,12=2541/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-26=-1470/0,11-12=-2516/0,1-2=-1482/0,2-4=-3796/0,4-5=-6204/0,5-6=-6204/0, 6-7=-7069/0,7-8=-7073/0,8-9=-6685/0,9-10=-6176/0,10-11=-2627/0 BOT CHORD 23-25=0/2812,21-23=0/5009,20-21=0/6204,19-20=0/6204,16-19=0/7244,15-16=0/7029, 14-15=0/6334,13-14=0/4964 WEBS 9-14=-2075/0,1-25=0/2003,2-25=-1882/0,2-23=0/1391,4-23=-1708/0,4-21=0/1730, 5-21=-339/0,9-15=0/478,8-15=-487/0,7-19=-392/0,6-19=0/1379,6-20=-1005/0, 11-13=0/3550,10-13=-3340/0,10-14=0/2423 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x6 MT20 unless otherwise indicated. 4) Refer to girder(s)for truss to truss connections. 5) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. 7)Use USP MSH422(With 10d nails into Girder&10d nails into Truss)or equivalent at 15-11-12 from the left end to connect truss(es) to front face of top chord. 8) Fill all nail holes where hanger is in contact with lumber. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-26=-10,1-11=-114 Concentrated Loads(Ib) Vert:9=-1638(F) r, 1 lg. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE PAN-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,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 IndMdud 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/1PI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information meltable from Truss Plate institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 1 Job Truss Truss Type * Qty Ply T12425192 14480SH F6 FLOOR 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:06 2017 Page 1 ID:jQZ1?AcYbz8eEg7LmjDLvoyRnKd-IDkocZ1 fhKm8K_Assn?VAM_3KNRCtQcnVO01KJyNBWx 0-1-8 H 1 1-3-0 2-1-4 I I I 1-11-4 Scale=1:42.4 4x6= 6x8= 1.5x3= 1.5x3 II 4x6= 3x6 FP= 1.5x3 II 3x6= 1 2 3 4 5 6 7 8 9 10 11 12 13 ! .. . .:/\/_ \/ \ ` / 1.-, ye' \ /_ 1,4 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 4x6= 3x8 MT2OHS FP= 4x6= 4x6= 1.5x3 I I 1.5x3 II 1-6-0 4-0-0 10-1-4 12-7-4 15-1-4 16-5-12 17-10-4 23-9-8 25-3-8 I 1-6-0 i 2-6-0 I 6-1-4 I 2-6-0 I 2-6-0 11-4-8 11-4-8 5-11-4 I 1-6-0 Plate Offsets(X,Y)-- [1:Edge,0-1-81,[5:0-1-8,Edgel,[10:0-1-8,Edgel,[16:0-1-8,Edgel,[25:0-1-8,Edgel LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.94 Vert(LL) -0.15 22-24 >999 360 MT20 244/190 TCDL 17.0 Lumber DOL 1.00 BC 0.97 Vert(TL) -0.25 22-24 >774 240 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(TL) 0.05 14 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:135 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 28=932/0-5-8,14=398/0-3-8,19=1767/0-3-8 Max Gray 28=947(LC 10),14=492(LC 4),19=1767(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-28=-943/0,13-14=-498/0,1-2=-832/0,2-3=-1983/0,3-4=-2638/0,4-5=-2638/0, 5-6=-2400/0,6-7=-1618/0,9-10=-171/590,10-11=-644/223,11-12=-644/223, 12-13=-378/0 BOT CHORD 26-27=0/1562,25-26=0/2389,24-25=0/2638,22-24=0/2638,21-22=0/2141,20-21=0/1071, 19-20=-991/0,18-19=-991/0,17-18=-223/644,16-17=-223/644,15-16=-10/670 WEBS 9-19=-1698/0,1-27=0/1143,9-20=0/1320,2-27=-1086/0,7-20=-1257/0,2-26=0/625, 7-21=0/856,3-26=-603/0,6-21=-817/0,3-25-0/525,6-22=0/446,5-22=-513/0, 4-25=-269/0,13-15-0/534,9-18=0/739,12-15=-434/65,10-18=-915/0,12-16=-308/0, 10-17=0/258 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x4 MT20 unless otherwise indicated. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGEM11•7473 rev.10/03/2015 BEFORE USE. Mil Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an Indivkival building component,not a truss system.Before use,the building 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 IndMduxi truss web and/or chord members only. Additional temporary and permanent bracing M iTe k. is always required for stability and to prevent collapse wilts possble personal k4ry and property damage. For general guidance regarding the fabricatkxt storage.delivery,erection and tracing of trusses and truss systems.seeANSUTPl l Quality CiHMa,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Teas Plate Institute.218 N.Lee Street.Suite 312 Nexa ddo.VA 22314. Tampa,FL 33610 Job Truss Truss Type ,• , Qty Ply T12425193 14480SH F7 FLOOR 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:07 2017 Page 1 ID:jQZ1?AcYbz8eEg7LmjDLvoyRnKd-DQIAgv1 HRdu?y8?2QVWkjaXIGngcctwwj2mItlyNBWw 0-1-8 H I 1-3-0 I I 2-1-4 I I 1-10-4 Scale=1:35.9 4x6= 1,5x3= 1.5x3 H 3x6 FP= 6x8= 1.5x3 I 1.5x3 II 3x6= 1 2 3 4 5 6 7 8 9 10 11 12 ° - g .+ h e s _\/ \/ N _ 26 Lii \ / \ / \ II 24 23 22 21 20 19 18 17 15 14 4x6= 3x6 FP= 1.5x3 I 4x6= 1-6-0 I 4-0-0 10-1-4 12-7-4 I 15-1-4 16-5-12 I 21-5-8 1-6-0 2-6-0 6-1-4 2-6-0 2-6-0 1-4-8 4-11-12 Plate Offsets(X,Y)-- [1:Edge,0-1-8],15:0-1-8,Edge],(8:0-1-12,Edge],]14:0-1-8,Edge],(15:0-1-8,Edge],(18:0-1-12,Edge],(21:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.67 Vert(LL) -0.16 19-20 >999 360 MT20 244/190 TCDL 17.0 Lumber DOL 1.00 1BC 0.83 Vert(TL) -0.28 19-20 >704 240 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(TL) 0.05 16 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:116 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, BOT CHORD 2x4 SP No.2(flat)*Except* except end verticals. 13-22:2x4 SP No.1(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: W EBS 2x4 SP No.3(flat) 6-0-0 oc bracing:16-17,15-16,14-15. REACTIONS. (lb/size) 25=960/0-5-8,13=145/0-3-8,16=1518/0-3-8 Max Uplift 13=-48(LC 3) Max Gray 25=965(LC 10),13=244(LC 4),16=1520(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-25=-961/0,1-2=-851/0,2-3=-2032/0,3-4=-2737/0,4-5=-2737/0,5-6=-2533/0, 6-8=-1781/0,8-9=-441/0 BOT CHORD 23-24=0/1597,21-23=0/2458,20-21=0/2737,19-20=0/2737,18-19=0/2292,17-18=0/1251, 16-17=-582/0,15-16=-582/0 WEBS 9-16=-1583/0,1-24=0/1169,9-17=0/1311,2-24=-1109/0,8-17=-1212/0,2-23=0/647, 8-18=0/801,3-23=-634/0,6-18=-771/0,3-21=0/593,6-19=0/428,5-19=-491/0, 4-21=-290/0,12-14=-258/202,9-15=0/709,10-15=-309/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 48 lb uplift at joint 13. 4) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev.10)53x2015 BEFORE USE. idl• Design valid for use only with MiTek°connectors.This design Is based only upon parameters shown,and Is for an FsdMdual building component.not a truss system.Before use,the building designer must verify the applicabillty of design parameters and properly Incorporate this design into the overall buldng design. (racing 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 6904 Parke East Blvd.fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSl/FPI I Gualty Criteria,DSB-$9 and BCSI Building Component Safety Information avdiable from Truss Plate Institute.218 N.Lee Street,suite 312.Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type . Qty Ply T12425194 14480SH F9 FLOOR 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:08 2017 Page 1 ID:jQ21?AcYbz8eEg7LmjDLvoyRnKd-hcsYlF2vCx0sZHaE_C1zFn4TDB99LJI4yiVsPByNBWv I 130 I I 1-8-8 i I°681 Scale=1.30.3 4x6= 1.5x3 II 3x6 FP= 4x6= 6x8= 3x6= 1 2 3 4 5 6 7 8 9 10 \ z \.t. -. -.2..- 9\ / \V. r\, , 0fl e 22 21 20 19 18 1716 15 14 X 12 4x6= 1.5x3 II 3x6 FP= 4x6= 4x6= 5x6= 16-11-0 I 1-6-0 I 4-0-0 I 9-8-8 l 12-2-8 I 14-8-8 ( 16-1-0 1614 I 16-5-0 1-6-0 2-6-0 5-8-8 2-6-0 2-6-0 1-4-8 0-4 1-6-0 0-9-12 Plate Offsets(X,Y)-- 11:Edge,0-1-81,(5:0-1-8,Edge),119:0-1-8,Edge),)22:Edge,0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.66 Vert(LL) -0.12 19-20 >999 360 MT20 244/190 TCDL 17.0 Lumber DOL 1.00 BC 0.87 Vert(TL) -0.20 19-20 >939 240 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(TL) 0.03 13 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S . Weight:103 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, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:14-15,13-14,12-13. REACTIONS. (lb/size) 11=-950/0-3-0,22=839/Mechanical,13=2363/0-3-8 Max Uplift 11=-1035(LC 3) Max Gray 22=839(LC 3),13=2363(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-22=-832/0,10-11=0/1043,1-2=-713/0,2-3=-1672/0,3-4=-2033/0,4-5=-2033/0, 5-6=-1682/0,6-8=-776/0,8-9=0/780,9-10=0/1057 BOT CHORD 20-21=0/1347,19-20=0/1961,18-19=0/2033,17-18=0/2033,15-17=0/1355, 13-14=-1679/0,12-13=-1692/0 WEBS 9-13=-2304/0,1-21=0/1009,9-14=0/1368,2-21=-943/0,8-14=-1312/0,2-20=0/483, 8-15=0/909,3-20=-429/0,6-15=-865/0,3-19=-61/305,6-17-0/487,10-12=-1495/0, 9-12=0/1216,5-17=-552/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3) Refer to girder(s)for truss to truss connections. 4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1035 lb uplift at joint 11. 5)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. 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. f __mit 0 WARNING-Verify 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 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 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 possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSt/IPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute,2111 N.Lee Street Strte 312,Alexandria.VA 22314. Tampa,FL 33610 i t Job Truss Truss Type • • Qty Ply TI2425195 14480SH FG1 FLAT GIRDER 1 4 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:11 2017 Page 1 I D:jQZ1?AcYbz8eEg7LmjDLvoyRnKd-6BXhfG4oVsPRQIIpfLagtQi?9094Xj?W egkW OWyNBW s 2-1-6 4-1-1 6-0-11 8-0-6 10-0-0 11-11-10 13-11-5 15-10-15 17-10-10 20-0-0 2-1-6 1-11-10 I 1-11-10 l 1-11-10 I 1-11-10 1-11-10 1-11-10 1-11-10 1-11-10 2-1-6 Scale=1:33.3 7x10= 4x6= 4x5= 4x5= 2x4 II 4x5= 4x5= 8x10= 5x6= 7x10= 1 23 25x6=24 3 25 4 26 5 27 6 28 7 29 30 8 31 9 32 10 33 11 • i ET _T- . • nn nn -.-•[ nn 1• on F . nn •- - n n <II nn nn • no 21 34 20 35 19 18 36 37 17 38 16 39 15 40 14 41 13 42 12 22 THD46 10x12= THD46 THD46 7x10= THD46 THD46 THD46 THD46 3x5= NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 3x5= THD46 THD46 NAILED 2-1-6 4-1-1 6-0-11 8-0-6 10-0-0 11-11-10 13-11-5 15-10-15 17-10-10 20-0-0 I 2-1-6 I 1-11-10 I 1-11-10 1-11-10 I 1-11-10 I 1-11-10 1-11-10 1-11-10 1-11-10 I 2-1-6 Plate Offsets(X,Y)-- [1:0-3-6,0-4-5],[2:0-2-4,0-2-8],[3:0-2-12,0-2-0],[9:0-5-0,0-4-15],[10:0-2-0,0-2-8],[11:Edge,0-4-0],[12:0-3-0,0-1-8],[13:0-3-8,0.6-0],[14:0-3-8,0-6-0], [15:0-3-8,0-6-01,[16:0-3-8,0-5-41,117:0-5-0,0-5-01,118:0-3-8,0-5-41,119:0-3-8,0-6-01,[20:0-6-0,0-6-151,121:0-3-8,0-5-121,[22:0-2-12,0-1-81 LOADING(psf) SPACING- 0-6-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.62 Vert(LL) -0.27 17 >860 360 MT20 244/190 TCDL 17.0 Lumber DOL 1.00 BC 0.92 Vert(TL) -0.76 17 >312 240 BCLL 0.0 * Rep Stress Incr YES WB 0.49 Horz(TL) 0.08 12 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.08 17 >999 240 Weight:565 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP SS TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc purlins. BOT CHORD 2x8 SP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP SS 2-2-0 oc bracing:16-17. OTHERS 2x4 SP No.2 REACTIONS. (lb/size) 12=5419/0-5-8,22=5235/0-5-8 Max Gray 12=7554(LC 2),22=7115(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-22=-6276/0,1-2=-11554/0,2-3=-20908/0,3-4=-28543/0,4-5=-32956/0,5-6=-34206/0, 6-7=-34206/0,7-8=-33793/0,8-9=-30211/0,9-10=-22828/0,10-11=-12776/0, 11-12=-6607/0 BOT CHORD 21-22=0/816,20-21=0/11554,19-20=0/21518,18-19=0/28543,17-18=0/32956, 16-17-0/33793,15-16=0/30211,14-15=0/23455,13-14=0/12776,12-13=0/897 WEBS 1-21=0/11965,2-21=-4927/0,2-20=0/10590,3-20=-4098/0,3-19=0/7827,4-19=-2514/0, 4-18=0/4917,5-18=-1220/0,5-17=0/1406,6-17=-424/0,7-17=0/461,7-16=-817/0, 8-16=0/3990,8-15=-2141/0,9-15=0/7649,9-14=-4211/0,10-14=0/11201,10-13=-5128/0, 11-13=0/13236 NOTES- 1)4-ply truss to be connected together as follows: Top chords connected with 10d(0.131'x3")nails as follows:2x6-2 rows staggered at 0-7-0 oc. Bottom chords connected with 10d(0.131"x3")nails as follows:2x8-3 rows staggered at 0-5-0 oc. Web connected with USP WS6 screws as follows:2x4-1 row at 0-9-0 oc. Attach TC w/1/2"diam.bolts(ASTM A-307)in the center of the member w/washers at 4-0-0 oc. Attach BC w/1/2"diam.bolts(ASTM A-307)in the center of the member w/washers at 4-0-0 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 ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=3.Opsf;h=25ft;B=43ft;L=44ft;eave=5ft;Cat. II;Exp B;End.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5)All plates are 8x10 MT20 unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Bearing at joint(s)12,22 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27,28 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. Continued on nave 2 t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE 141.7473 rev.101032015 BEFORE USE. la Design valid for use only with MITeke connectors.TMs 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 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 Welk' Is always required for stability and to prevent collapse with poss8le personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1Pl1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Intormallon avdlable from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type • Qty Ply T12425195 14480SH FG1 FLAT GIRDER 1 4 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:11 2017 Page 2 1 D:jQZ 1?AcYbz8eEg7Lmj DLvoyRnKd-6BXhfG4oVsPRQl IpfLagtQi?9094Xj?W egkW OW yNBW s NOTES- 10) Use USP THD46(With 16d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-1-12 from the left end to 18-1-12 to connect truss(es)to front face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12)'NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)390 lb down and 200 lb up at 0-1-12,178 lb down and 107 lb up at 1-0-12,168 lb down and 79 lb up at 3-0-12,237 lb down and 75 lb up at 5-0-12,316 lb down and 75 lb up at 7-0-12,316 lb down and 75 lb up at 9-0-12,316 lb down and 75 lb up at 11-0-12,316 lb down and 75 lb up at 13-0-12,316 lb down and 75 lb up at 15-0-12,and 316 lb down and 75 lb up at 17-0-12,and 322 lb down and 73 lb up at 19-0-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-11=-137,12-22=-2 Concentrated Loads(Ib) Vert:1=-391 20=-344(F)21=-344(F)19=-344(F)18=-338(F)17=-338(F)16=-338(F)15=-522(F)14=-419(F)13=-419(F)23=-178 24=-168 25=-237 26=-316 27=-316 28=-316 30=-316 31=-316 32=-316 33=-322 34=-182(B)35=-142(B)36=-142(B)37=-142(B)38=-142(B)39=-142(B)40=-142(B)41=-142(B)42=-142(B) 2)Dead+0.75 Roof Live(balanced)+0.75 Attic Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-11=-131,12-22=-2 Concentrated Loads(Ib) Vert:1=-323 20=-820(F)21=-820(F)19=-820(F)18=-805(F)17=-805(F)16=-805(F)15=-1238(F)14=-996(F)13=-996(F)23=-150 24=-145 25=-206 26=-275 27=-275 28=-275 30=-275 31=-275 32=-275 33=-280 34=-159(B)35=-126(B)36=-126(B)37=-126(B)38=-126(B)39=-126(B)40=-126(B)41=-126(B)42=-126(B) 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-11=-117,12-22=-7 Concentrated Loads(Ib) Vert:1=-231 23=-73 24=-103 25=-159 26=-221 27=-221 28=-221 30=-221 31=-221 32=-221 33=-222 34=-151(B)35=-117(B)36=-117(B)37=-117(8)38=-117(B) 39=-117(B)40=-117(B)41=-117(B)42=117(B) 4)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-29=-103,11-29=-104,12-22=-1 Concentrated Loads(Ib) Vert:1=178 23=91 24=52 25=48 26=48 27=48 28=48 30=49 31=49 32=49 33=50 34=40(B)35=28(B)36=28(B)37=28(B)38=28(B)39=28(B)40=28(B)41=28(B) 42=28(B) 5)Dead+0.6 MW FRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-26=-104,11-26=-103,12-22=-1 Concentrated Loads(Ib) Vert:1=179 23=92 24=53 25=49 26=49 27=48 28=48 30=48 31=48 32=48 33=49 34=40(B)35=28(B)36=28(B)37=28(B)38=28(B)39=28(B)40=28(B)41=28(B) 42=28(B) 6)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-11=-117,12-22=-2 Concentrated Loads(Ib) Vert:1=200 23=107 24=79 25=75 26=75 27=75 28=75 30=75 31=75 32=75 33=73 34=41(B)35=29(B)36=29(B)37=29(B)38=29(B)39=29(B)40=29(B)41=29(B) 42=28(B) 7) Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-11=-117,12-22=-2 Concentrated Loads(Ib) Vert:1=200 23=107 24=79 25=75 26=75 27=75 28=75 30=75 31=75 32=75 33=73 34=41(B)35=29(8)36=29(B)37=29(B) 38=29(B)39=29(8)40=29(8)41=29(B)42=28(B) 8)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-11=-103,12-22=-1 Concentrated Loads(Ib) Vert:1=178 23=91 24=52 25=48 26=48 27=48 28=48 30=48 31=48 32=48 33=49 34=40(B)35=28(8)36=28(B)37=28(B) 38=28(B)39=28(B)40=28(B)41=28(B)42=28(B) 9)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-11=-106,12-22=-1 Concentrated Loads(ib) Vert:1=183 23=94 24=58 25=54 26=53 27=53 28=53 30=53 31=53 32=53 33=54 34=40(B)35=28(B)36=28(B)37=28(B) 38=28(B)39=28(B)40=28(B)41=28(B)42=28(B) 10) Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-11=-117,12-22=-2 Concentrated Loads(Ib) Vert:1=200 23=107 24=79 25=75 26=75 27=75 28=75 30=75 31=75 32=75 33=73 34=41(B)35=29(B)36=29(B)37=29(B) 38=29(B)39=29(B)40=29(B)41=29(B)42=28(B) 11) Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-11=-117,12-22=-2 Concentrated Loads(Ib) Vert:1=200 23=107 24=79 25=75 26=75 27=75 28=75 30=75 31=75 32=75 33=73 34=41(B)35=29(B)36=29(B)37=29(B) 38=29(B)39=29(B)40=29(B)41=29(B)42=28(B) Continued on Daae 3 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 MiTek®connectors.fits 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 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 MiMek• Is always required for stabltty and to prevent collapse with possible personal injury and properly damage. For general guidance regard g the 6904 Parke East Blvd.fabrication,storage,delivery,erection and bracing of trusses and truss systems,see1PIANSI/ I Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street.Stile 312,Alexandria VA 22314. Tampa,FL 33610 IJob Truss Truss Type .• Qty Ply 712425195 14480SH FG1 FLAT GIRDER 1 4 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:11 2017 Page 3 I D:jQZ 1?AcYbz8eEg7LmjDLvoyRnKd-68Xhf G4oVsPRQI Ipf LagtQi?9O94Xj?W egkW OW yNBW s LOAD CASE(S) Standard 12)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-11=-117,12-22=-2 Concentrated Loads(Ib) Vert:1=-121 20=-979(F)21=-979(F)19=-979(F)18=-961(F)17=-961(F)16=-961(F)15=-1476(F)14=-1189(F)13=-1189(F)23=-66 24=-76 25=-112 26=-153 27=-153 28=-153 30=-153 31=-153 32=-153 33=-154 34=-90(B)35=-78(B)36=-78(B)37=-78(B)38=-78(B)39=-78(B)40=-78(B)41=-78(B)42=-79(B) 13)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-11=-132,12-22=-2 Concentrated Loads(Ib) Vert:1=140 23=73 24=52 25=45 26=39 27=39 28=39 30=39 31=39 32=39 33=37 34=20(B)35=12(B)36=12(B)37=12(B)38=12(B)39=12(B)40=12(B)41=12(B) 42=12(B) 14)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-11=-132,12-22=-2 Concentrated Loads(Ib) Vert:1=140 23=73 24=52 25=45 26=39 27=39 28=39 30=39 31=39 32=39 33=37 34=20(B)35=12(B)36=12(B)37=12(B)38=12(B)39=12(B)40=12(B)41=12(B) 42=12(B) 15)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-11=-132,12-22=-2 Concentrated Loads(Ib) Vert:1=140 23=73 24=52 25=45 26=39 27=39 28=39 30=39 31=39 32=39 33=37 34=20(B)35=12(B)36=12(B)37=12(B)38=12(B)39=12(B)40=12(B)41=12(B) 42=12(B) 16)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-11=-132,12-22=-2 Concentrated Loads(Ib) Vert:1=140 23=73 24=52 25=45 26=39 27=39 28=39 30=39 31=39 32=39 33=37 34=20(B)35=12(B)36=12(B)37=12(B)38=12(B)39=12(B)40=12(B)41=12(B) 42=12(B) 17)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase-1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-29=-103,11-29=-104,12-22=-1 Concentrated Loads(Ib) Vert:1=-271 23=-97 24=-119 25=-162 26=-210 27=-210 28=-210 30=-209 31=-209 32=-209 33=-208 34=-148(B)35=-103(B)36=-103(B)37=-103(B)38=-103(B) 39=-103(B)40=-103(B)41=-103(B)42=-103(B) 18) Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-26=-104,11-26=-103,12-22=-1 Concentrated Loads(Ib) Vert:1=-270 23=-96 24=-118 25=-161 26=-209 27=-210 28=-210 30=-210 31=-210 32=-210 33=-209 34=-148(B)35=-103(B)36=-103(B)37=-103(B)38=-103(B) 39=-103(B)40=-103(B)41=-103(B)42=-103(B) 19) Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-11=-117,12-22=-2 Concentrated Loads(ib) Vert:1=-250 23=-81 24=-92 25=-135 26=-183 27=-183 28=-183 30=-183 31=-183 32=-183 33=-184 34=-147(B) 35=-102(B)36=-102(B)37=-102(B)38=-102(8)39=-102(B)40=-102(B)41=-102(B)42=-102(B) 20) Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(p11) Vert:1-11=-117,12-22=-2 Concentrated Loads(Ib) Vert:1=-250 23=-81 24=-92 25=-135 26=-183 27=-183 28=-183 30=-183 31=-183 32=-183 33=-184 34=-147(B) 35=-102(B)36=-102(8)37=-102(B)38=-102(B)39=102(B)40=-102(B)41=-102(B)42=-102(B) 21)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-11=-103,12-22=-1 Concentrated Loads(Ib) Vert:1=-271 23=-97 24=-119 25=-162 26=-210 27=-210 28=-210 30=-210 31=-210 32=-210 33=-209 34=-148(B) 35=-103(B)36=-103(B)37=-103(B)38=-103(B)39=-103(B)40=-103(B)41=-103(B)42=-103(B) 22) Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-11=-106,12-22=-1 Concentrated Loads(Ib) Vert:1=-267 23=-93 24=-114 25=-157 26=-204 27=-204 28=-204 30=-204 31=-204 32=-204 33=-204 34=-148(B) 35=-103(B)36=-103(B)37=-103(B)38=-103(B)39=-103(B)40=-103(B)41=-103(B)42=-103(B) 23)Reversal:Dead+0.6 MW FRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-11=-117,12-22=-2 Concentrated Loads(Ib) Vert:1=-250 23=-81 24=-92 25=-135 26=-183 27=-183 28=-183 30=-183 31=-183 32=-183 33=-184 34=-147(B) 35=-102(B)36=-102(B)37=-102(B)38=-102(B)39=-102(B)40=-102(B)41=-102(B)42=-102(B) 24) Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-11=-117,12-22=-2 Continued on Dane 4 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. ra, Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an Indlvkival 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. Bracing indicated is to prevent buckling of krdlvkival 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/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avdk le from Truss Plate institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply T12425195 14480SH FG1 FLAT GIRDER 1 4 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:11 2017 Page 4 I D:jQZ 1?AcYbz8eEg7Lmj DLvoyRnKd-6BXhfG4oVsPRQIlpfLagtQi?9094Xj?W egkW OW yNBW s LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:1=-250 23=-81 24=-92 25=-135 26=-183 27=-183 28=-183 30=-183 31=-183 32=-183 33=-184 34=-147(B)35=-102(B)36=-102(B)37=-102(B)38=-102(B) 39=-102(B)40=-102(B)41=-102(B)42=102(8) 25)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-11=-132,12-22=-2 Concentrated Loads(Ib) Vert:1=-359 23=-135 24=-132 25=-192 26=-260 27=-260 28=-260 30=-260 31=-260 32=-260 33=-265 34=-172(B)35=-132(B)36=-132(B)37=-132(B)38=-132(B) 39=-132(B)40=-132(B)41=-132(B)42=-132(B) 26) Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-11=-132,12-22=-2 Concentrated Loads(Ib) Vert:1=-359 23=-135 24=-132 25=-192 26=-260 27=-260 28=-260 30=-260 31=-260 32=-260 33=-265 34=-172(B)35=-132(B)36=-132(B)37=-132(B)38=-132(B) 39=-132(B)40=-132(B)41=-132(B)42=-132(B) 27)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-11=-132,12-22=-2 Concentrated Loads(Ib) Vert:1=-359 23=-135 24=-132 25=-192 26=-260 27=-260 28=-260 30=-260 31=-260 32=-260 33=-265 34=-172(B)35=-132(B)36=-132(B)37=-132(B)38=-132(B) 39=-132(B)40=-132(B)41=-132(B)42=-132(B) 28)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-11=-132,12-22=-2 Concentrated Loads(Ib) Vert:1=-359 23=-135 24=-132 25=-192 26=-260 27=-260 28=-260 30=-260 31=-260 32=-260 33=-265 34=-172(B)35=-132(B)36=-132(B)37=-132(B)38=-132(B) 39=-132(B)40=-132(B)41=-132(B)42=-132(B) • 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M9.7473 rev.10/032015 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.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 oily. Additional temporary and permanent bracing MiTek k always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrk:atbn,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1P11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information avcitable from Truss Plate institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 J I I Job Truss Truss Type • . Qty Ply T12425196 14480SH FG2 FLAT GIRDER 1 3 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:13 2017 Page 1 ID:jQZ1?AcYbz8eEg7LmjDLvoyRnKd-2ZfR4y621 Tf9g3SCmId8ymGLCgI?W yp6zDd4PyNBW q 1-9-2I 3-4-8 I 4-11-14 I 6-9-0 I 9-2-8 I 10-9-14 I 12-5-4 I 14-0-10 I 15-11-8 1-9-2 1-7-6 1-7-6 1-9-2 2-5-8 1-7-6 1.7-6 1-7-6 1-10-14 Scale=1:27.0 2x4 I I 2x4 I I 4x5= 4x6= 4x10= 4x10= 5x6_ 21 25x6= 34x6= 234 54x10= 24 6 7 8 9 P5 10 Y o / • • • nn nn n1 11n nn nn n • 26 19 27 18 17 16 28 15 14 13 29 12 20 5x6= 5x6= 4x12= 3x6 II 4x10= 4x6= 4x10= 11 3x6= 4x10= 4x5= NAILED NAILED NAILED j NAILED NAILED NAILED NAILED I 1-9-2 I 3-4-8 I 4-11-14 I 6-9-0 I 9-2-8 I 10-9-14 I 12-5-4 I 14-0-10 I 15-11-8 1-9-2 1-7-6 1-7-6 1-9-2 2-5-8 1-7-6 1-7-6 1-7-6 1-10-14 Plate Offsets(X,Y)-- [1:0-2-0,0-2-8],[2:0-2-4,0-2-8],[3:0-2-4,0-2-0],[8:0-2-12,0-2-0],[9:0-3-8,0-2-0],[12:0-3-8,0-2-0],[13:0-3-8,0-2-0],[14:0-2-12,0-2-0],[17:0-4-12,0-2-0], [18:0-2-4,0-2-81,[19:0-2-0,0-2-81,[20:0-2-8,0-1-81 LOADING(psf) SPACING- 0-8-0 CSI. DEFL in (loc) 1/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.89 Vert(LL) -0.21 15-16 >904 360 MT20 244/190 TCDL 17.0 Lumber DOL 1.00 BC 0.97 Vert(TL) -0.59 15-16 >316 240 BCLL 0.0 * Rep Stress Incr YES WB 0.91 Horz(TL) 0.07 11 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.16 15-16 >999 240 Weight:340 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x8 SP SS except end verticals. WEBS 2x4 SP No.3*Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 1-20,10-11,1-19,2-18,3-17,7-15,8-14,9-13:2x4 SP No.2 2-2-0 oc bracing:15-16. 5-17,10-12:2x4 SP No.1 REACTIONS. (lb/size) 20.6407/Mechanical,11=7890/0-5-8 Max Uplift 20=-118(LC 8),11=-87(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-20=-5646/122,1-2=-8413/0,2-3=-16031/43,3-4=-22184/292,4-5=-22184/292, 5-6=-28128/553,6-7=-27675/559,7-8=-25324/482,8-9=-19842/363,9-10=-11548/188, 10-11=-6942/80 BOT CHORD 19-20=0/710,18-19-0/8413,17-18=-43/16031,16-17=-630/28866,15-16=-623/29037, 14-15=-482/25324,13-14=-363/19842,12-13=-188/11548,11-12=16/940 WEBS 1-19=0/8983,2-19=-4807/0,2-18=-112/8884,3-18=-4111/0,3-17=-290/7176, 5-17=-7947/402,5-16=0/667,5-15=-956/73,6-15=-1945/0,7-15=-93/2870, 7-14=-3108/70,8-14=-139/6392,8-13=-4992/85,9-13=-205/9673,9-12=-6241/79, 10-12=-196/12108 NOTES- 1)3-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-7-0 oc. Bottom chords connected as follows:2x8-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 2-19 2x4-1 row at 0-7-0 oc,member 3-18 2x4-1 row at 0-7-0 oc,member 8-13 2x4-1 row at 0-7-0 oc,member 9-12 2x4-1 row at 0-7-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=3.Opsf;h=25ft;B=43ft;L=44ft;eave=5ft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. 8)Bearing at joint(s)11 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 118 lb uplift at joint 20 and 87 lb uplift at joint 11. 0f11t1'rfNA81.6Bbtt14&2tes 3-10d(0.148'x3')or 3-12d(0.148"x3.25')toe-nails per NDS auidlines. 1 1 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MN-7473 rev.f0o3ao15 BEFORE USE. mit 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.Before use,the bulking designer must verify the applk:ablity of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of indMWxl truss web and/or chord members only. Additional temporary and permanent bracing Mile k• 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/IP11 Qually Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely information avalabie from Truss Plate Institute,218 N.Lee Street,Sate 312 Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T12425196 14480SH FG2 FLAT GIRDER 1 3 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:13 2017 Page 2 I D:jQZ t?AcYbz8e Eg7LmjDLvoyRnKd-2ZfR4y621 Tf9g3SCmld8yrnGLCgI?W yp6zDd4PyNBW q NOTES- 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)409 lb down and 194 lb up at 0-1-12,204 lb down and 99 lb up at 0-8-4,187 lb down and 73 lb up at 2-8-4,256 lb down and 69 lb up at 4-8-4,3214 lb down and 551 lb up at 6-9-0,1618 lb down and 241 lb up at 8-8-4,1618 lb down and 241 lb up at 10-8-4,and 1618 lb down and 241 lb up at 12-8-4,and 1618 lb down and 241 lb up at 14-8-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-10=-158,11-20=-3 Concentrated Loads(Ib) Vert:1=-410 17=-141(B)5=-3214 16=-141(B)7=-1618 14=-141(B)8=-1618 21=-204 22=-187 23=-256 24=-1618 25=-1618 26=-141(B)27=-141(B)28=-141(B) 29=-181(B) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 ray.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 IndiNdual 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. Erasing 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,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria,DSB-89 and SCSI Bultlnry Component 6904 Parke East Blvd. Satiety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tarrpa.FL 33610 Job Truss Truss Type .• . Qty Ply T12425197 1,14480SH FG3 FLOOR GIRDER 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:14 2017 Page 1 I D:jQZ 1?AcYbz8eEg7LmjDLvoyRnKd-W mDp117gonnOHC 1 OKT8NV2KSCbB7k16yKdyAdryNBW p I 1.3.0 1-4-0 t-8-8 I 0-9-0 Scale=1:20.6 MSH426 MSH422 MSH422 2x4 11 2x4 II MSH422 1 2 16 17 3 4 5 6 18 7 • o o • `4 ___Z)NN,N Z' 21 • l . • ____. /1 :❖:•:Pi i i i Pd:00•edPi Oi i i i i DOO:•d:•Oi i i.•i.000•x• Oi.i•OJ:i i'.' . 11 10 9 2x4 i 2x4 I I 4-10-0 12-5-8 4-10-0 7-7-8 Plate Offsets(X,Y)-- [3:0-2-12,0-2-01,[11:0-2-12,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 40.0 I Plate Grip DOL 1.00 TC 0.82 Vert(LL) -0.05 10 >999 360 MT20 244/190 TCDL 17.0 1 Lumber DOL 1.00 BC 0.90 Vert(TL) -0.09 10 >966 240 BCLL 0.0 1 Rep Stress Incr NO WB 0.66 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight:121 lb FT=11% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 3-11:2x4 SP No.2 6-0-0 oc bracing:14-15,13-14. REACTIONS. All bearings 5-1-8 except(jt=length)8=0-3-8,12=0-3-8,12=0-3-8. (Ib)- Max Uplift All uplift 100 lb or less at joint(s)except 15=-269(LC 4),14=-629(LC 4) Max Gray All reactions 250 lb or less at joint(s)except 8=2407(LC 4),13=4017(LC 1),12=448(LC 11), 12=437(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-15=0/258,7-8=-2338/0,1-2=0/346,2-3=0/2488,3-4=-4187/0,4-5=-4187/0, 5-6=-4187/0,6-7=-2288/0 BOT CHORD 13-14=-1317/0,12-13=0/704,11-12=0/704,10-11=0/4187,9-10=0/4120 WEBS 4-11=-2886/0,1-14=-461/0,2-14=0/1378,2-13=-1754/0,3-13=-4433/0,3-11=0/4513, 7-9=0/2770,6-9=-2548/0,5-10=-304/0 NOTES- 1)Special connection required to distribute top chord loads equally between all plies. 2)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-2-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 3)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. 4)Unbalanced floor live loads have been considered for this design. 5)All plates are 4x6 MT20 unless otherwise indicated. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 269 lb uplift at joint 15 and 629 lb uplift at joint 14. 7) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8)Use USP MSH422(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 3-9-0 oc max.starting at 5-0-4 from the left end to 10-9-4 to connect truss(es)to back face of top chord. 9)Use USP MSH426(With 16d nails into Girder&16d nails into Truss)or equivalent at 6-9-4 from the left end to connect truss(es)to back face of top chord. 10)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard Continued on nage 2 mil A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use oNy with Mlleke connectors.Iris design Is based oNy upon parameters 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 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 stablltly 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 bracing of trusses and truss systems,seeANSI/IP11 Quality Criteria,DSB-89 and BCSI Building Component Safety IMormafon available from Truss Plate institute.218 N.Lee Street.Suite 312,Alexandria VA 22314. Tampa.FL 33610 • Job Truss Truss Type . . Qty Ply �f 712425197 14480SH FG3 FLOOR GIRDER 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:14 2017 Page 2 ID:jQZ 1?AcYbz8eEg7LmjDLvoyRnKd-W mDp117gonnOHC t OKT8NV2KSCbB7k16yKdyAdryNBW p LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:8-15=-10,1-7=-114 Concentrated Loads(Ib) Vert:4=-2413(B)5=-1080(B)17=-80(B)18=-1080(B) 0 WARNING-Vitrify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10103/1015 BEFORE USE. 12. Design valid for use only with Mifek®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 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 fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Cdterla,DSB-89 and BCSI Bullring Component 6904 Parke East Blvd. Safety Information avaltable from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 IJob Truss Truss Type Qty Ply T12425198 14480SH FG4 ROOF SPECIAL GIRDER 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:14 2017 Page 1 I D:jQZ 1?AcYbz8eEg7Lmj DLvoyRnKd-W mDpl I7gonnOHC I OKT8NV2KRibJjkB7yKdyAdryNBW p 0-5-8 3-11-8 0-5-8 3-6-0 Scale=1:15.4 1 6 2 3x4 5x8= 4x6 5 7 4 THD26 3 4x5= 2x4 I I 0-5-8 3-11-8 0-5-8 3-6-0 Plate Offsets(X,Y)-- 11:0-4-0,0-2-121,12:0-1-8,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.85 Vert(LL) -0.01 3-4 >999 360 MT20 244/190 TCDL 17.0 Lumber DOL 1.00 BC 0.42 Vert(TL) -0.01 3-4 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.02 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) -0.00 4 >999 240 Weight:54 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, BOT CHORD 2x6 SP No.2*Except* except end verticals. 1-4:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x6 SP No.2 REACTIONS. (lb/size) 3=1058/Mechanical,5=1965/0-5-0 Max Uplift 5=-79(LC 8) Max Gray 3=1170(LC 2),5=2026(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-905/0 BOT CHORD 4-5=-23/410,1-5=-1847/85 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-3-0 oc,2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psh BCDL=3.Opsf;h=25ft;B=43ft;L=44ft;eave=5ft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s)for truss to truss connections. 9)Bearing at joint(s)5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 79 lb uplift at joint 5. 11)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,21,22,23,24,25,26,27,28,29,30,31,32 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 12)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent at 2-1-12 from the left end to connect truss(es) to front face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1054 lb down and 201 lb up at 0-7-4,and 943 lb down and 199 lb up at 2-5-12 on top chord. The design/selection of such connection device(s)is the (\; responsibilityofothers. /106104 Q\JLlUd1U A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIt-7473 rev.101032015 BEFORE USE. ra. Design valid for use only with MITekw 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 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 stablitty 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/lPl t Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Sanity INormQXon avdlable from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply • T12425198 14480SH FG4 ROOF SPECIAL GIRDER 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:15 2017 Page 2 I D:jQZ 1?AcYbz8eEg7Lmj DLvoyRnKd-_ynBVe8JZ5vtvMcauAfc2GscS?eyTeM5ZHij9HyN BW o LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-222,3-4=-10 Concentrated Loads(Ib) Vert:1=-1055 6=-943 7=-280(F) 2)Dead+0.75 Roof Live(balanced)+0.75 Uninhab.Attic Storage+0.75 Attic Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-202,3-4=-10 Concentrated Loads(Ib) Vert:1=-976 6=-864 7=-676(F) 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-142,3-4=-30 Concentrated Loads(Ib) Vert:1=-783 6=-720 4)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-89,3-4=-6 Concentrated Loads(Ib) Vert:1=170 6=145 5)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-89,3-4=-6 Concentrated Loads(Ib) Vert:1=170 6=145 6)Dead+0.6 MWFRS Wind(Neg.Internal)Lett:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-2=-143,3-4=-10 Concentrated Loads(Ib) Vert:1=201 6=199 7)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-143,3-4=-10 Concentrated Loads(Ib) Vert:1=201 6=199 8) Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-89,3-4=-6 Concentrated Loads(Ib) Vert:1=170 6=145 9)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-99,3-4=-6 Concentrated Loads(Ib) Vert: 1=175 6=156 10)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-143,3-4=-10 Concentrated Loads(Ib) Vert:1=201 6=199 11)Dead+0.6 MW FRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-143,3-4=-10 Concentrated Loads(Ib) Vert:1=201 6=199 12)Dead+Uninhabitable Attic Storage:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-2=-142,3-4=-10 Concentrated Loads(Ib) Vert:1=-594 6=-528 7=-808(F) 13)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-203,3-4=-10 Concentrated Loads(Ib) Vert:1=89 6=94 14)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-203,3-4=-10 Concentrated Loads(lb) Vert:1=89 6=94 15)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-203,3-4=-10 Concentrated Loads(Ib) Vert:1=89 6=94 Continued on Daae 3 1 I WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. leill • 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 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 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 fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI t Quality Criteria,DSS-89 and SCSI Building 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 I Oty Ply T12425198 14480SH FG4 ROOF SPECIAL GIRDER 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:15 2017 Page 3 I D:JQZ 1?AcYbzeeEg7Lmj DLvoyRnKd-_ynBVe8JZ5v1vMcauAfc2GscS?eyTeMSZHij9HyNBW o LOAD CASE(S) Standard 16)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-203,3-4=-10 Concentrated Loads(Ib) Vert:1=89 6=94 21)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-89,3-4=-6 Concentrated Loads(lb) Vert:1=-633 6=-613 22) Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-89,3-4=-6 Concentrated Loads(Ib) Vert:1=-633 6=-613 23)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-143,3-4=-10 Concentrated Loads(ib) Vert:1=-602 6=-559 24) Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-143,3-4=-10 Concentrated Loads(Ib) Vert:1=-602 6=-559 25)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-89,3-4=-6 Concentrated Loads(Ib) Vert:1=-633 6=-613 26) Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-99,3-4=-6 Concentrated Loads(ib) Vert:1=-628 6=-602 27)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-143,3-4=-10 Concentrated Loads(Ib) Vert:1=-602 6=-559 28) Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-143,3-4=-10 Concentrated Loads(Ib) Vert:1=-602 6=-559 29) Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-203,3-4=-10 Concentrated Loads(Ib) Vert:1=-916 6=-807 30) Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-203,3-4=10 Concentrated Loads(Ib) Vert:1=-916 6=-807 31) Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-203,3-4=-10 Concentrated Loads(Ib) Vert:1=-916 6=-807 32) Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-203,3-4=-10 Concentrated Loads(lb) Vert:1=-916 6=-807 f � A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mu-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.Its 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 incorporate this 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 MiWek• 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 truss systems.seeANSt/1PI1 Quality Criteria,DSII-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Trus Plate institute.218 N.Lee Street,Suite 312,Ajexaxiria,VA 22314. Tanya,FL 33610 'Job Truss Truss Type }—~ Qty Ply • • T12425199 14480SH FSP1 FLOOR SUPPORTED GABL 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:15 2017 Page 1 ID:jQZ1?AcYbz8eEg7LmjDLvoyRnKd-_ynBVe8JZ5vtvMcauAfc2Gso2?kDTey5ZHij9HyNBWo 1x3 I 1 3x3= 2 3 1x3 I Scale=1:10.4 ME lul 4 I, • h i l i:::::i0•i i i;iii i;i;i;i�:;:;iO;i4;i;i;i;:;* :::::::::::::::4i:i i i:i:i:i:iS4:i:i:i i:i:i:i:i 5 4 1x3 3x5 1-8-8 1-8-8 Plate Offsets(X,Y)-- (4:0-1-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) 1/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.11 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 17.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress lncr YES WB 0.04 Horz(TL) -0.00 4 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-P Weight:13 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 1-8-8 oc purlins, BOT CHORD 2x4 SP No.2(tlat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. (Ib/size) 5=83/1-8-8,4=111/1-8-8 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) 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. I Net A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MH-7473 rev.10/032015 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.Before use,the building designer must verify the appllcabllty of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of I ndivkival truss web and/or chord members only.Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent cottopse with possible personal Injury and property damage. For general guId race regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see.ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bed. Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 J Job Truss Truss Type ,~ Qty Ply • • TI2425200 14480SH FT1 FLOOR 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:16 2017 Page 1 I D:jQZ 1?AcYbz8eEg7Lmj D LvoyRnKd-S8Lai_8xKO1 kX W BnSuAraTPg9P_cCxeFoxR HhkyN B W n 4-4-12 8-7-12 13-6-0 4-4-12 4-3-0 I 4-10-4 Scale=1:23.2 1x4 H 4x4= 5x12= 4x4= 2 3 4 4x6= a g J�p�J� 11 N . 8 7 6 4X4= 5 1.5X4 H 4x8= 2x4 II 4-4-12 8-7-12I 13-6-0 4-4-12 4-3-0 4-10-4 Plate Offsets(X,Y)-- (4:0-3-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 i Plate Grip DOL 1.00 TC 0.66 Vert(LL) -0.05 6-7 >999 360 MT20 244/190 TCDL 17.0 Lumber DOL 1.00 BC 0.39 Vert(TL) -0.08 6-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.02 10 rda n/a BCDL 5.0 Code FBC2014/TPI2007 1 Matrix-MS Weight:73 lb FT=20% I LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-6 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=818/Mechanical,10=763/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=-791/0,1-2=-1146/0,2-3=-1146/0,3-4=-1196/0 BOT CHORD 6-7=0/1196 WEBS 4-6=0/1105,1-7=0/1244,3-6=-480/0,2-7=-510/0,4-10=-828/0 NOTES- 1) Refer to girder(s)for truss to truss connections. 2) Bearing at joint(s)10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 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 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MWTEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. la 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.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 possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erectIon and bracing of trusses and trust systems,seeANSI/IPI l Quality Criteria,DSB-139 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate I nstItute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 • Job Truss Truss Type 'Qty Ply ' 4 I T12425201 14480SH FT2 FLOOR 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:16 2017 Page 1 I D:jOZ 1?AcYbz8eEg7Lmj DLvoyRnKd-S8Lai_.8xKO1 kXW BnSuAraTPt?P?BCyCFoxRHhkyNBW n 0-3-8 4-4-12 i 8-7-12 13-6-0 I 0-3-8 4-1-4 4-3-0 4-10-4 Scale=1:23.1 3x6= 2x4 I 5x12= 5x12= 4x5= 1 2 3 43x6= o ' • • 0 0 • rQ 1ft"' g RIO 8 7 6 5 2x4 H 4x5= 4x10= 2x4 I I 0-31: 4-4-12 I 8-7-12 I 13-6-0 0-3-8 4-1-4 4-3-0 4-10-4 Plate Offsets(X,Y)-- 11:0-5-12,0-2-121,14:0-5-8,0-3-01 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.48 Vert(LL) -0.04 6-7 >999 360 MT20 244/190 TCDL 17.0 Lumber DOL 1.00 BC 0.35 Vert(TL) -0.08 6-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(TL) 0.01 11 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 I Matrix-MS Weight:74 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-14 oc purlins, BOT CHORD 2x4 SP No.3*Except* except end verticals. 5-8:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=802/0-2-8,11=764/0-3-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1068/0,2-3=-1170/0,3-4=-1170/0 BOT CHORD 1-9=-777/0,6-7=0/1068 WEBS 1-7=0/1169,2-7=-531/0,3-6=-526/0,4-6=0/1125,4-11=-793/0 NOTES- 1)Bearing at joint(s)9,11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 2) Provide mechanical connection(by others)of truss to bearing plate at joint(s)9. 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. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 111-7473 rev.10032015 BEFORE USE 11111 Design valid for use only with Milekw 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 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 posslole personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems seeANSI/IPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety 1Normalton avdkfsie from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 • Job Truss Truss Type • r Qty F Ply T12425202 14480SH FT3 FLOOR 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:17 2017 Page 1 I D:jQZ 1?AcYbz8eEg7LmjDLvoyRnKd-xLvywK9Z5i9a9gmz?bh47hy3vpN3xVTO1 bBgDAyNBW m 0-5-8 3-8-4 7-2-8 0-5-8 3-2-12 3-6-4 3x4= Scale:3/4"=1' 1 5x7= 2 3 5x6= • 7 o 4x6= 3x6- m ' N 8 10 • • 5 4x6 4 3x4= 0-5-8 7-2-8 0-5-8 6-9-0 Plate Offsets(X,Y)-- [1:0-3-0,0-2-12),[3:0-3-0,0-2-12) LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.41 Vert(LL) -0.00 4 >999 360 MT20 244/190 TCDL 17.0 Lumber DOL 1.00 i BC 0.25 Vert(TL) -0.07 4-5 >999 240 BCLL 0.0 Rep Stress Ina YES WB 0.17 Horz(TL) 0.01 10 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-MP 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* except end verticals. Except: 5-7:2x4 SP No.3 6-0-0 oc bracing:1-6 WEBS 2x4 SP No.3*Except* 10-0-0 oc bracing:1-7 7-8:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=404/0-5-0,10=387/0-3-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 5-8=-0/253 BOT CHORD 4-5=0/364 WEBS 2-5=-382/0,2-4=-357/0,3-10=-403/0 NOTES- 1)Bearing at joint(s)8,10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 2)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/032015 BEFORE USE. Design valid for use only with MITek3T connectors.This design Is based oNy 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 building design. !'racing Irrilcafed Is to prevent buckling of Individual truss web aril/or chord members oNy. Additional temporary and permanent bracing Mak' is always rec aired for stability and to prevent collapse with possible personal injury and property damage. For general grrklarce regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Nexandrfa.VA 22314. Tampa,FL 33610 Job Truss Truss Type Ory Ply • T12425203 14480SH HJ2C Diagonal Hip Girder 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:18 2017 Page 1 ID:jOZt?AcYbz8eEg7LmjDLvoyRnKd-PXSK7fABsOHRmgL9ZJDJfuUE W DeMg_OYFFwOmcyNBW I -1-10-10 2-9-14 1-10-10 2-9-14 Scale=1:10.3 3 4 1.5x4 '1 NAILED _ I NAILED 4.24 112 11 n 2 1 12 6 2x4 = .10 NAILED NAILED 7 1.5x4 5 0-5-15 2-9-14 0-5-15 2-3-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.01 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.56 Vert(TL) 0.02 6-7 >999 180 BCLL 0.0 * 1 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:13 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-14 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=-140/Mechanical,7=184/0-5-5 Max Horz 7=58(LC 8) Max Uplift 6=-311(LC 17),7=295(LC 8) Max Gray 6=160(LC 24),7=342(LC 28) 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=5.Opsf;BCDL=5.Opsf;h=25ft;B=43ft;L=44ft;eave=5ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left exposed;porch left exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 311 lb uplift at joint 6 and 295 lb uplift at joint 7. 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 7) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1) Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,3-4=-20,5-8=-20 Concentrated Loads(Ib) Vert:11=98(F=49,B=49)12=187(F=93,B=93) WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE I111-7473 rev.10/V3/2015 BEFORE USE. Design valid for use only with MITekB connectors.Ills design is based only upon parameters shown,and Is for an Individual Exuding 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. 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 hJury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see.ANSI/IPII Quality Criteria,DSB-89 and SCSI 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 T12425204 14480SH HJ2U Diagonal Hip Girder 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:18 2017 Page 1 I D:jQZ1?AcYbz8eEg7Lmj DLvoyRnKd-PXSK7fABs0HRmgL9ZJ DJfuU FQDk9g_0YF FwOmcyN BW I -1-11-5 2-9-3 1-11-5 2-9-3 Scale=1:11.1 3 NAILED NAILED 0 4.24 12 6 2 n � 1 (7 7 4 NAILED NAILED 5 2.5x6 I I 2-9-3 2-9-3 Plate Offsets(X,Y)-- )2:0-0-10,0-1-12),15:0-2-4,0-0-12],15:0-0-0,0-1-12) LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.01 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(TL) 0.01 4-5 >999 180 BCLL 0.0 * Rep Stress lncr NO WB 0.00 Horz(TL) -0.01 3 n/a n/a BCDL 10.0 Code FBC2014/fP12007 Matrix-MR Weight:12 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=208/0-7-6,3=4/Mechanical,4=-19/Mechanical Max Horz 5=59(LC 8) Max Uplift 5=-146(LC 8),3=-67(LC 17),4=-46(LC 17) Max Gray 5=208(LC 1),3=31(LC 24),4=24(LC 24) 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=5.Opsf;BCDL=5.0psf;h=25ft;B=43ft;L=441t;eave=5tt;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 146 lb uplift at joint 5,67 lb uplift at joint 3 and 46 lb uplift at joint 4. 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 7) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1) Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,4-5=-20 Concentrated Loads(Ib) Vert:6=83(F=42,B=42)7=54(F=27,B=27) 1 1 A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED M11EK REFERANCE PAGE MO-7473 rev.10,113/2015 BEFORE USE " Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an Individual bxuNding 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. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Wel( is always required for slabIlly and to prevent collapse with possible personal tray and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/lP11 Quality Criteria,DSB-59 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 + r Job Truss Truss Type • Qty Ply 712425205 14480SH HJ3 Diagonal Hip Girder 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:19 2017 Page 1 ID:jOZ1?AcYbz8eEg7LmjDLvoyRnKd-tjOiL?BpdJPIO_VM7okYC61 RRc3_PRehUvgxl2yNBWk -1-Il-5 4-2-3 1-11-5 4-2-3 Scale=1:12.7 3 ,, �1 4.24 HEED NAILED 8 • 2 1 9 4 NAILED NAILED 2,5x4 = 4-2-3 4-2-3 LOADING (psf) SPACING- 2-0-0 j CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.22 Vert(TL) 0.03 4-7 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) -0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=78/Mechanical,2=230/0-7-6,4=19/Mechanical Max Horz 2=73(LC 24) Max Uplift 3=-41(LC 8),2=-135(LC 8),4=-3(LC 17) Max Gray 3=78(LC 28),2=230(LC 1),4=52(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=5.Opsf;BCDL=5.0pst;h=25ft;B=43ft;L=44ft;eave=5ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 41 lb uplift at joint 3,135 lb uplift at joint 2 and 3 lb uplift at joint 4. 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,4-5=-20 Concentrated Loads(Ib) Vert:8=59(F=30,B=30)9=59(F=30,B=30) 0 WARNING-Verify 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 MilekS 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 Incorporate this design into the overall bridng design. Bracing indicated Is to prevent buckling of IndlvFdud 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 fd±dcatton,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information avdlable from Truss Plate institute,218 N.Lee Street Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type •Qty Ply T12425206 14480SH HJ5H Diagonal Hip Girder 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:20 2017 Page 1 ID:jQZ 1?AcYbz8eEg7LmjDLvoyRnKd-Lwa4YLBROdX907UYhkFnkJaW KOLE8uurjZPUgVyNBWj -1-11-5 3-6-1 7-0-2 1-11-5 I 3-6-1 3-6-1 Scale=1:18.8 3 NAILED 4.24 12 NAILED 7 NAILED NAILED 6 2 C7 . (1 - (l (l ))\ 8 9 4 NAILED NAILED NAILED NAILED 3x7 I I 7-0-2 7-0-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.10 4-5 >843 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.19 4-5 >419 180 BCLL 0.0 " Rep Stress Incr NO WB 0.00 Horz(TL) 0.03 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR 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 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=301/0-7-6,3=164/Mechanical,4=62/Mechanical Max Horz 5=103(LC 8) Max Uplift 5=-168(LC 8),3=-72(LC 8) Max Gray 5=313(LC 28),3=164(LC 1),4=114(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=-287/190 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25tt;B=43ft;L=44ft;eave=5ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 168 lb uplift at joint 5 and 72 lb uplift at joint 3. 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,4-5=-20 Concentrated Loads(Ib) Vert:6=87(F=43,B=43)8=54(F=27,B=27)9=2(F=1,B=1) 4 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/F7473 rev.10103/2015 BEFORE USE. NEI Design valid for use only with Milek®connectors.This design is based only upon parameters shown.and is for on Individual building component,not a truss system.Before use,the building designer must verify the applicabllty 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. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely information available from Truss Plate Institute.218 N.Lee Street.Salle 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type " Qty Ply • • T12425207 14480SH HJ7C Diagonal Hip Girder 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:21 2017 Page 1 I D:jQZ 1?AcYbz8eEg7Lmj DLvoyRnKd-p68TmhC 38xf0dH3kE Rm0HX6g?Qaltlw_xD92MxyNBW i -1-11-5 4-10-13 9-10-1 1-11-5 4-10-13 4-11-4 4 Scale=1:24.6 NAILED y'I NAILED 14 4.24 112 ' ! NAILED 3x4 NAILED 3 a 13 ' o NAILED ' r6 ch NAILED 12 I 2 A w ri 00011111110 a 1 1 I I A 11 � =1 15 167 17 6 , NAILED NAILED 8 1x4 ii NAILED 5 2.5x4= NAILED NAILED NAILED 3x4= p-5-1 q4-10-13 9-10-1 l 0-5-td 4-5-3 4-11-4 Plate Offsets(X,Y)-- [2:0-0-0,0-0-71 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (lac) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.08 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.90 Vert(TL) -0.15 6-7 >736 180 BCLL 0.0 * Rep Stress Incr NO WB 0.21 Horz(TL) -0.05 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:43 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=150/Mechanical,5=208/Mechanical,8=302/0-4-15 Max Horz 8=131(LC 8) Max Uplift 4=-64(LC 8),5=-142(LC 8),8=-427(LC 8) Max Gray 4=150(LC 1),5=231(LC 3),8=539(LC 28) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-466/254 BOT CHORD 2-8=-205/407,7-8=-286/380,6-7=-286/380 WEBS 3-6=-411/311 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=2511;B=43ft;L=44ft;eave=5ft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left exposed;porch left exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.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 64 lb uplift at joint 4,142 lb uplift at joint 5 and 427 lb uplift at joint 8. 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-60,5-9=-20 Concentrated Loads(Ib) Vert:12=99(F=49,B=49)14=-50(F=-25,B=-25)15=186(F=93,B=93)16=22(F=11,B=11)17=-19(F=-10,B=-10) t _ 1 0 WARNAVG-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE*10.7473 rev.10/032015 BEFORE USE. hit Design valid for use only with MITeke 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 verify the at t illcabillty of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent budding of indivkival 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 regardtrrg the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria,DSB-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 712425208 14480SH HJ7U Diagonal Hip Girder 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:22 2017 Page 1 ID:jQZ1?AcYbz8eEg7LmjDLvoyRnKd-Hlirz1 DivEntFRexo8HFgkfs9q?_ckv7AtubvNyNBWh -1-11-5 4-11-0 9-10-1 1-11-5 I 4-11-0 I 4-11-0 4 Scale=1:24.7 NAILED 4 NAILED 11 4.24112 ' ' NAILED 3x4 NAILED 3 i0 0 _N Q NAILED of NAILED 9 2 11 wra: 1 1213 7 14 6 8 NAILED NAILED 1x4 NAILED 5 3x4= 4x6 II NAILED NAILED NAILED 4-11-0 9-10-1 4-11-0 4-11-0 Plate Offsets(X,Y)-- 2:0-0-10,0-1-12L18:0-0-0,0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.04 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -0.14 6-7 >817 180 BCLL 0.0 * Rep Stress Incr NO WB 0.29 Horz(TL) -0.04 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS 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 puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=434/0-7-6,4=158/Mechanical,5=281/Mechanical Max Horz 8=132(LC 8) Max Uplift 8=-187(LC 8),4=-59(LC 8),5=-34(LC 8) Max Gray 8=450(LC 28),4=158(LC 1),5=284(LC 28) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-8=-415/180,2-3=-605/84 BOT CHORD 7-8=-137/510,6-7=-137/510 WEBS 3-6=-561/150 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=43ft;L=44ft;eave=5ft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 187 lb uplift at joint 8,59 lb uplift at joint 4 and 34 lb uplift at joint 5. 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 7) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-4=-60,5-8=-20 Concentrated Loads(Ib) Vert:9=85(F=42,B=42)11=-74(F=-37,B=-37)12=56(F=28,B=28)13=2(F=1,B=1)14=-47(F=-23,B=-23) A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1003/2015 BEFORE USE. wit Design valid for use only with MITeES 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 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. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria,DSB-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 'Qty Ply • TI2425209 14480SH T1 HIP GIRDER 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 S Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:26 2017 Page 1 ID:jOZ1?AcYbz8eEg7LmJDLvoyRnKd-A3xLpPGCzTIJk2yi 1_MB_apW NRHYYUjj5Vsp28yNBWd -1-4-8 3-7-12 7-0-0 12-1-14 17-1-15 22-2-1 27-2-2 32-4-0 35-8-4 39-4-0 0-8- 11-4-81 3-7-12 3-4-4 5-1-14 5-0-2 5-0-2 5-0-2 5-1-14 3-4-4 3-7-12 '1-4- 8' Scale=1:68.6 Special NAILED 7x10% NAILED Special NAILED NAILED NAILED NAILED NAILED NAILED 6x6 NAILED NAILED NAILED NAILED 7x10= 6.00 12 5 31 32 6 33 34 35 7 36 37 8 38 39 40 9 41 42 10 nn nn nn nn i,7 nn nn � nn 0n 0 nl no � 11 O 3 12 v 2 ! ` 13 1 1410 _� nn nn •i an nn an nn nn nA • nn n7 V 6' Io 22 2143 44 20 45 46 19 47 48 18 49 50 17 16 15 51 52 4x6 ( 2x4 H Special NAILED 6x6= NAILED NAILED NAILED 4x10=NAILED 6x6= NAILED Special 2x4 II 4x6 I I NAILED NAILED NAILED NAILED NAILED NAILED 3-7-12 7-0-0l 12-1-14 17-1-15 22-2-1 27-2-2 32-4-0 35-8-4 39-4-0 3-7-12 3-4-4 5-1-14 5-0-2 5-0-2 5-0-2 5-1-14 3-4-4 3-7-12 Plate Offsets(X,Y)-- 12:0-3-9,0-0-5),[5:0-4-8,0-2-0),(10:0-4-8,0-2-0),(13:0-3-9,0-0-5j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.36 18-19 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.92 18-19 >514 180 BCLL 0.0 * Rep Stress Incr NO WB 0.55 Horz(TL) 0.20 13 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS I Weight:444 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-10 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 2=3252/0-5-8,13=3252/0-5-8 Max Horz 2=-82(LC 23) Max Uplift 2=-540(LC 8),13=-540(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-5514/873,4-5=-5904/966,5-6=-7561/1234,6-7=-8781/1421,7-8=-8777/1420, 8-9=-8777/1420,9-10=-7562/1235,10-11=-5904/966,11-13=-5514/873 BOT CHORD 2-22=-693/4780,21-22=-693/4780,20-21=-753/5285,19-20=-1116/7618, 18-19=-1288/8781,17-18=-1116/7620,16-17=-753/5285,15-16=-693/4780, 13-15=-693/4780 WEBS 4-22=-342/88,4-21.209/703,5-21=0/409,5-20=-440/2909,6-20=-1550/386, 6-19=-218/1494,7-19=-640/248,8-18=-624/248,9-18=-216/1487,9-17=-1548/385, 10-17=-440/2910,10-16=0/408,11-16=-209/703,11-15=-342/88 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=43ft L=44ft;eave=5f;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)All plates are 4x5 MT20 unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 540 lb uplift at joint 2 and 540 lb uplift at joint 13. 10)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25')toe-nails per NDS guidlines. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)242 lb down and 196 lb up at 7-0-0,and 242 lb down and 196 lb up at 32-4-0 on top chord,and 312 lb down and 49 lb up at 7-0-0,and 312 lb down and 49 lb (\; up atf[ 32-3-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. L Aii C.011(11 IUdI U — a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI.7473 rev.1003/2015 BEFORE USE. Design valid for use only with Milek®connectors.This design Is based only upon parameters shown.and is for an individual[wilding component,not a truss system.Before use,the building designer must verify the appllcablity of design parameters and properly incorporate this design Into the overall binding design. Bracing indicated Is to prevent buckling of individual taus web and/or chordandbracing members only. Additional temporary permanent Ml; lek• 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/7P11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avalla bie from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply • T12425209 14480SH T1 HIP GIRDER 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:26 2017 Page 2 I D:jQZ t?AcYbz8eEg7Lmj DLvoyRnKd-A3x Lp PGCzT IJ k2yi 1_MB_apW N RHYYUjj5Vsp28yN BW d LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-60,5-10=-60,10-14=-60,23-27=-20 Concentrated Loads(Ib) Vert:5=-195(F)10=-195(F)21=-312(F)19=-60(F)7=-121(F)8=-121(F)18=-60(F)16=-312(F)31=-121(F)32=-121(F)33=-121(F)34=-121(F)36=-121(F) 37=-121(F)39=-121(F)40=-121(F)41=-121(F)42=-121(F)43=-60(F)44=-60(F)45=-60(F)46=-60(F)47=-60(F)48=-60(F)49=-60(F)50=-60(F)51=-60(F) 52=-60(F) WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. 11111 Design valid for use only with Mileke connectors.ibis design Is based only upon parameters shown,and Is for an individual building component,not a trues system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. gracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Addtional 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/1P11 Quality Criteria,DSB-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 ' Qty Ply • • T12425210 14480SH T10 HIP 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:27 2017 Page 1 I D:j QZ 1?AcYbz8eEg7Lmj DLvoyRnKd-eGVkOkH gknQALCXubitQXoMmTrlYHuzsK9cMabyN B W c 1-14-81 7-6-0 I 11-5-0 I 16-11-0 I 22-5-0 27-11-0 I 33-5-12 I 39-4-0 ft0-8-81 1-4-8 7-6-0 3-11-0 5-6-0 5-6-0 5-6-0 5-6-12 5-10-4 1-4-8 Scale=1:68.6 7x6 6x6= 4x5= 6x6 // 6 27 628 29 7 30 8 6.00 12 2x4\\ ' n : t 4x5 28 // 9 31 z. 25 32 0 4x5 i 4x5 3 `�\ 10 2 G ^-� 11 31 r1. 1212 ' 16 33 34 15 35 36 14 13 7x10= 7x6= 7x10= 2x4 I 3x5 II 3x8 II 10-0-0 18-5-14 26-11-12 33-5-12 39-4-0 I 10-0-0 I 8-5-14 1 8-5-14 6-6-0 5-10-4 Plate Offsets(X,Y)-- 12:0-4-1,Edge1,15:0-3-0,0-0-121,(11:0-2-9,0-0-5,114:0-4-12,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DE FL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.16 16-19 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.44 16-19 >737 180 BCLL 0.0 * Rep Stress Incr YES WB 0.75 Horz(TL) 0.04 14 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:221 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-5 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS Web Brace:Length(member) 5-3-6(7-14); OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=1044/0-5-8,14=1959/0-3-8,11=309/0-5-8 Max Horz 2—125(LC 10) Max Uplift 2=-165(LC 12),14=-206(LC 12),11=-87(LC 12) Max Gray 2=1057(LC 21),14=1959(LC 1),11=336(LC 22) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-1482/359,4-5=-1280/356,5-6=-1012/335,6-7=-730/256,7-8=0/538,8-9=-33/577 BOT CHORD 2-16=-215/1290,15-16=-57/873,14-15-3/293 WEBS 4-16=-320/201,5-16=-46/365,6-15=-527/176,7-15=-102/879,7-14=-1289/300, 8-14=532/156,9-14=-571/199 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=43ft;L=44ft;eave=5tt;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-8 to 2-11-14,Interior(1)2-11-14 to 11-5-0,Exterior(2) 11-5-0 to 34-1-2,Interior(1)34-1-2 to 40-8-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 165 lb uplift at joint 2,206 lb uplift at Joint 14 and 87 lb uplift at joint 11. __him f V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/032015 BEFORE USE. I I-si;Irl valid for use only with MilelOS connectors.This design Is based only upon parameters shown.and Is for an individual building component,not I truss system.Before use,the building designer must verify the ap plicabIlity of design Parameters and properly Incorporate this design Into the overall building design. lacing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stablitty 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,see.ANSI/TPI I Qualify Cdt.rla,DSB-69 and SCSI Building Component 6904 Parke East Blvd. Safely Information available Born Truss Plate Institute.218 N.Lee Street,Suite 312 Alexandria VA 22314. Tana,FL 33610 Job Truss Truss Type ' Qty Ply TI2425211 14480SH T11 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:28 2017 Page 1 ID:jQZ1?AcYbz8eEg7LmjDLvoyRnKd-6S36E4ISV4Y1zM649POf3?vpjF?cOlw0YpLw61yNBWb 1-4-8 7-0-0 9-5-0 15-3-0 20-9-8 27-1-0 1-4-8 7-0-0 i 2-5-0 5-10-0 5-6-8 6-3-8 Scale=1:49.1 4x6= 6x6 '\\ 4x5= 6x6= 5x8= 5 19 20 6 21 7722 8 2x4\\ Q El r 6.00 12 4 b 18 al 4x51 1417 ? 3 \ \ 4 °91 2 1 N N11 10 9 7x10= 7x6= 4x5= 3x8 ',I I 9-5-0 I 18-0-4 I 26-4-0 27-1-9 9-5-0 8-7-4 8-3-12 9- Plate Offsets(X,Y)-- )2:0-4-1,Edge],18:0-3-0,0-3-01,(9:0-2-0,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.13 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.34 11-15 >937 180 BCLL 0.0 * Rep Stress Incr YES WB 0.96 Horz(TL) 0.12 17 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:152 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-1 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 8-11-2 oc bracing. 7-9:2x4 SP SS MiTek recommends that Stabilizers and required cross bracing OTHERS 2x6 SP No.2 be installed during truss erection,in accordance with Stabilizer SLIDER Left 2x4 SP No.3 1-6-0 Installation guide. REACTIONS. (lb/size) 2=1162/0-5-8,17=1039/0-3-8 Max Horz 2=169(LC 12) Max Uplift 2=-159(LC 12),17=-133(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-1710/360,4-5=-1522/346,5-6=-1331/320,6-7=-1272/250,9-12=148/888, 8-12=-148/888 BOT CHORD 2-11=-426/1457,10-11=-325/1424,9-10=-226/1026 WEBS 4-11=-254/189,5-11=-76/457,6-10=-317/157,7-10=-50/523,7-9=1211/275, 8-17=-1053/210 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=43ft;L=44ft;eave=5ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-8 to 2-11-14,Interior(1)2-11-14 to 9-5-0,Exterior(2)9-5-0 to 15-7-2 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Bearing at joint(s)17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 159 lb uplift at joint 2 and 133 lb uplift at joint 17. t, a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 6111-7473 rev.1003/2015 BEFORE USE Ill" Design valid for use only with MITekCS 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 pito the overall balding design. Bracing indicated is to prevent buckling of UWlvkival 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 ince regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TP1l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdikmie from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type ' Qty Ply ' ' T12425212 :14480SH T12 HALF HIP 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:29 2017 Page 1 I D:jOZ 1?AcYbz8eEg7Lmj DLvoyRnKd-aedU RQISGOgub W gHi7vucDR1 OeHelm?9nT5TeTyN BW a -1-4-8 7-5-0 13-11-0 20-1-8 27-1-0 1-4-8 l 7-5-0 6-6-0 I 6-2-8 6-11-8 Scale=1:49.1 4x6= 6x6 11 4x5- 6x6= 5x8= 4 18 519 6 20 7 6.00 12 • . gorg 17 r9 4x5 O 16 A ,� i e 3 io 2 4 • N 1 � 1 10 9 8 3x6 I I 6x6= 6x8- 4x6_ 7-5-0 17-0-4 27-1-0 7-5-0 I 9-7-4 I 10-0-12 Plate Offsets(X,Y)-- (2:0-3-9,0-0-51,(7:0-3-0,0-3-01,18:0-2-12,0-2-0) I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.19 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.97 Vert(TL) -0.51 8-9 >636 180 BCLL 0.0 * Rep Stress Incr YES WB 0.84 Horz(TL) 0.12 16 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:146 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-1 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3'Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 7-8:2x4 SP No.2 WEBS Web Brace:Length(member) 5-3-5(6-8); OTHERS 2x4 SP No.3*Except* MiTek recommends that Stabilizers and required cross bracing 7-11:2x6 SP No.2 be installed during truss erection,in accordance with Stabilizer SLIDER Left 2x4 SP No.3 1-6-0 Installation guide. REACTIONS. (lb/size) 2=1162/0-5-8,16=1039/0-3-8 Max Horz 2=139(LC 12) Max Uplift 2=-164(LC 12),16=-128(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-1720/334,4-5=-1483/351,5-6=-1666/300,8-11=-131/869,7-11=-131/869 BOT CHORD 2-10=-354/1456,9-10=-394/1806,8-9=-288/1375 WEBS 4-10=0/446,5-10=-387/92,6-9=-21/532,6-8=-1443/313,7-16=-1071/204 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=43ft;L=44th eave=5ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-8 to 2-11-14,Interior(1)2-11-14 to 7-5-0,Exterior(2)7-5-0 to 13-7-2 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Bearing at joint(s)16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 164 lb uplift at joint 2 and 128 lb uplift at joint 16. f ► 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE fill-7473 rev.10/032015 BEFORE USE. ith, Design valid for use only with MiTeke 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 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 MiTek' Is always required for stability and to prevent collapse with possible personal injury a d properly 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 BCSI Building Component 6904 Parke East Blvd. Safety Information avdiable from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria VA 22314. Tampa,FL 33610 • Job Truss Truss Type P Qty Ply ' ' T12425213 14480SH T13 Roof Special Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:30 2017 Page 1 I D:jQZ1?AcYbz8eEg7LmjDLvoyRnKd-2rBsfmJj 1 iokCgFTGgQ78Q_8u2dfUFcJ07gOBwyN BW Z -1-4-8 8-0-0 10-7-0 16-0-12 21-6-14 27-1-0 1-4-8 8-0-0 l 2-7-0 l 5-5-12 5-6-2 I 5-6-2 Scale=1:50.0 5x6= NAILED 4 NAILED 4x6 = 6.00 12 ttl6x6= 2x4 7x6= 6x12= 5 6 NAILED NAILED 7 NAILED 8 9 nn no . nn nn 20 21 22 23 2426 4x5 i 1 18 w 3 Day 4 2 l N i1 i 1R -- nn 0 n nn rile 12 11 27 28 10 29 30 318 4x6 I I 6x6= 7x10 — NAILED NAILED 5x8= NAILED 3x4 II JUS24 NAILED NAILED I 8-0-0 I 16-0-12 21-6-14 l 27-1-0 8-0-0 8-0-12 5-6-2 5-6-2 Plate Offsets(X,Y)-- 12:0-3-9,0-0-51,18:0-3-8,0-3-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.23 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(TL) -0.63 11-12 >510 180 BCLL 0.0 * Rep Stress Incr NO WB 0.75 Horz(TL) 0.12 18 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:139 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-4:2x4 SP SS BOT CHORD Rigid ceiling directly applied or 8-5-15 oc bracing. BOT CHORD 2x4 SP No.2*Except* MiTek recommends that Stabilizers and required cross bracing 11-12:2x4 SP No.1 be installed during truss erection,in accordance with Stabilizer WEBS 2x4 SP No.3*Except* Installation guide. 8-9:2x4 SP No.1,8-10:2x4 SP No.2 OTHERS 2x6 SP No.2 SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 2=1563/0-5-8,18=1965/0-3-8 Max Horz 2=110(LC 25) Max Uplift 2=-242(LC 8),18=-303(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-2510/352,4-5=-2494/376,5-6=-4427/670,6-7=-4427/670,7-8=-2893/440 BOT CHORD 2-12=-312/2149,11-12=-547/3602,10-11=-456/2959,9-10=-55/345 WEBS 4-12=-215/1903,5-12=-2241/368,5-11=-216/1047,6-11=-400/141,7-11=-247/1693, 7-10=-1415/344,8-10=-454/3009,8-18=-2134/335 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25tt;B=43ft;L=44ft;eave=5ft;Cat. II;Exp B;End.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s)18 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 242 lb uplift at joint 2 and 303 lb uplift at joint 18. 8)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent at 16-0-12 from the left end to connect truss(es)to back face of bottom chord. 9)Fill all nail holes where hanger is in contact with lumber. 10)'NAILED'indicates 3-10d(0.148"x3')or 3-12d(0.148'x3.25')toe-nails per NDS guidlines. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard Cnntirued on Daae 2 1 _ t 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 511-7473 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,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 stablity and to prevent collapse with possible personal hfrry and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI i Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bled. Safely Intormalon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type e Qty Ply 4 112425213 14480SH T13 Roof Special Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:30 2017 Page 2 ID:jQZ1?AcYbz8eEg7LmjDLvoyRnKd-2rBsfmJjl iokCgFTGgQ78Q_8u2dfUFcJ07gOBwyNBWZ LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-60,4-5=-60,5-8=-60,9-14=-20 Concentrated Loads(Ib) Vert:11=-736(B)21=-76(B)22=-76(B)23=-76(B)25=-76(B)26=-88(B)27=-39(B)28=-39(8)29=-39(B)30=-39(B)31=-45(B) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MtI-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•in 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. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mile k is always required for stability and to prevent collapse wllh possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1P11 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,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type �� 4' Qty Ply T12425214 14480SH T14 ROOF SPECIAL 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:31 2017 Page 1 ID:jQZ1?AcYbz8eEg7LmjDLvoyRnKd-W11Es6KLo?wbggqfqXxMheXNFS3JDp8SFnaajMyNBWY I -1-4-8 I 8-0-0 12-7-0 1 16-0-0 1-4-8 8-0-0 4-7-0 3-5-0 Scale=1:30.1 5x6= 4 6.00 112 6x6= 2x4 11 14 5 6 13 i 4x5.- 3 Ls b 2 00 J N - 0 8 7 3x6 I I 4x5= 4x6= I 8-0-0 I 16-0-0 8-0-0 8-0-0 Plate Offsets(XX)-- 12:0-3-9,0-0-5),(7:0-2-8,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.09 8-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(TL) -0.23 8-11 >828 180 BCLL 0.0 * Rep Stress Incr YES WB 0.29 Horz(TL) 0.04 2 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:76 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 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.3 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=720/0-5-8,7=631/Mechanical Max Horz 2=81(LC 12) Max Uplift 2=-118(LC 12),7.75(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-806/177,4-5=-766/191 BOT CHORD 2-8=-134/641,7-8=-208/772 WEBS 4-8=0/367,5-7=-880/260 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=43ft;L=44ft;eave=5ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-8 to 2-11-14,Interior(1)2-11-14 to 8-0-0,Exterior(2)8-0-0 to 12-7-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 118 lb uplift at joint 2 and 75 lb uplift at joint 7. t, _ I A WARNING-Verify 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 MiTek®connectors.This design Is based only upon parameters shown.and is for an 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 building design. Bracing Indicated Is to prevent buckling of Individual truss web and/dr chord members only.Additional temporary and permanent bracing Mile k is always required for stability and to prevent collapse with possible personal awry and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/11211 Quality Criteria,DSB-89 and BCSI Building 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 Oty Ply T12425215 14480SH T15 ROOF SPECIAL 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:31 2017 Page 1 ID:jC1Z1?AcYbz8eEg7LmjDLvoyRnKd-W 11Es6KLo?wbggqfqXxMheXMRS3XDrWSFnaajMyNBWY -1-4-8 8-0-0 14-7-0 16-0-0 1-4-8 8-0-0 6-7-0 1-5-0 Scale=1:30.1 5x6= 4 6.00 12 15 16 14 4x6= 2x4 11 3x5 4x5 5 7 3 0,11111111r41111.11.<1 cvY 9 8 2x411 3x6= 3x6 II 8-0-0 14-7-0 16-0-0 8-0-0 I 6-7-0 1-5-0 Plate Offsets(X,Y)— 12:0-3-9,0-0-51,f5:0-0-4,Edgel,[6:0-2 4,0 181.18:0-2-8,0-1-8) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.11 9-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.24 9-12 >794 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.13 Horz(TL) 0.04 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:64 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-5 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2*Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 4-9:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.3 1-6-0 be Installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS. (lb/size) 2=720/0-5-8,831/Mechanical Max Horz 2=81(LC 11) Max Uplift 2=-121(LC 12),8.72(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-818/192,4-5=-791/186,5-6=-1134/283,5-7=-149/334,6-8=-577/170 BOT CHORD 2-9=-110/655,8-9=-110/655 WEBS 4-9=0/354 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=43ft;L=44ft;eave=5ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-8 to 2-11-14,Interior(1)2-11-14 to 8-0-0,Exterior(2)8-0-0 to 12-4-6,Interior(1)14-6-9 to 15-10-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 121 lb uplift at joint 2 and 72 lb uplift at joint 8. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 6 t mit 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 MiTek®connectors.Ibis design is based only upon parameters shown,and Is for on 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 briding design. tracing indicated B 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 damage. For general guidance regarding the tobricatbn.storage,delivery,erection and bracing of trusses and truss systems,see.ANSI/1PI l Quality Criteria,DSB-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 IQty Ply • T12425216 14480SH T15G Monopitch Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:32 2017 Page 1 ID:JQZ1?AcYbzgeEg7LmjDLvoyRnKd-_DJd3SLzZJ2SSzPsOFTbEr3b?SMOyKscTRJ7FoyNBWX 5-5-0 5-5-0 2x4 II Scale=1:21.9 3 4 6.00 12 • 0-1/8 3x4 2 1110 c ■ is 11 Special 12 6 JUS24 5 3x5 I I 2x4 5-5-0 5-5-0 Plate Offsets(X,Y)-- (1:0-0-11,0-1-7),11:0-2-13,0-0-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.06 6-9 >914 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.16 6-9 >371 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) 0.04 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:27 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-0 oc purlins, BOT CHORD 2x6 SP No.1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-1-8 oc bracing. SLIDER Left 2x4 SP No.3 1-2-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=859/0-5-8,6=767/Mechanical Max Horz 1=75(LC 8) Max Uplift 1=-88(LC 8),6=-127(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-440/216 NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=2511;B=4311 L=44ft;eave=5ft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 88 lb uplift at joint 1 and 127 lb uplift at joint 6. 6)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent at 3-5-12 from the left end to connect truss(es)to front face of bottom chord. 7) Fill all nail holes where hanger is in contact with lumber. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)611 lb down and 92 lb up at 1-5-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)Special hanger(s)or other connection device(s)shall be provided at 2-5-12 from the left end sufficient to connect truss(es)to front face of bottom chord.The design/selection of such special connection device(s)is the responsibility of others. 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-3=-60,3-4=-20,5-7=-20 Concentrated Loads(Ib) Vert:11=-611(F)12=-611(F) 1 1 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 649-7473 rev.10/432015 BEFORE USE. Design valid for use only with Milekm 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 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 tracing MiTek* k always required for stability and to prevent collapse wIh possible personal Injury and property damage. For general guktarrce regarding the fabk:atkrt storage,delivery,erection and tracing of trusses and truss systems.seeANSI/IPI l Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdlabie from Truss Plate Institute,2113N.Lee Street.Suite 312,Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type • Qty Ply ' • T12425217 14480SH T16 Hip Girder 1 1 j Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:33 2017 Page 1 ID:jOZ1?AcYbz8eEg7LmjDLvoyRnKd-TQs?HoLbKdAJ37_2xy_gm3cogFpkhmili53goEyNBW W -1-4-8 2-0-0 6-0-9 8-0-0 9-11-7 13-11-3 16-0-0 1-4-8 I 2-0-0 I 4-0-9 I 1-11-7 I 1-11-7 I 3-11-12 I 2-0-13 Scale=1:34.4 5x6= 6 25 '% 26 6.0012 24 27 7x10= Special • 2x4 11 2x4 II 7x10= Special 4 NAILED 5� NAILED NAILED NAILED 4x5 4x5 i 3 � 11 11a (1 O 7 �� � fl 11 10 0. 2 "" 2x4 I) 11 ette ill _ n� nn nn f0 nn no 1 nn nn - I� 15 28 29 14 30 31 13 33 12 3x6 II 2x4 I I NAILED 4x5= NAILED NAILED 7x10= NAILED 2x4 II 3x5 II NAILED NAILED NAILED NAILED 2-0-13I 6-0-9 I 9-11-7 I 13-11-3 I 16-0-0 2-0-13 3-11-12 3-10-13 3-11-12 2-0-13 Plate Offsets(X,V)-- [2:0-3-5,0-0-91,(4:0-9-4,Edge],19:0-9-4,Edge),111:0-2-9,0-0-51,113:0-4-8,Edge1 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) -0.03 14-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.38 Vert(TL) -0.07 14-15 >999 180 BCLL 0.0 * Rep Stress!nor NO WB 0.09 Horz(TL) 0.02 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:97 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):5,8 SLIDER Left 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 11=534/0-5-8,2=623/0-5-8 Max Horz 2=88(LC 7) Max Uplift 11=-136(LC 8),2=-187(LC 8) Max Gram 11=568(LC 37),2=647(LC 36) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-849/218,4-6=-563/129,4-5=-446/95,5-7=-446/95,7-8=-446/95,8-9=446/95, 6-9=-563/129,9-11=-874/236 BOT CHORD 2-15=-174/799,14-15=-176/802,13-14=-123/893,12-13=-194/775,11-12=-193/773 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=43ft;L=44ft;eave=5ft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 136 lb uplift at joint 11 and 187 lb uplift at joint 2. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)98 lb down and 160 lb up at 2-3-9,and 98 lb down and 160 lb up at 13-8-7 on top chord. The design/selection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Uve(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-60,4-6=-60,6-9=-60,9-11.60,16-20=-20 Continued on oaae 2 mit a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1110.7473 row.1603/2015 BEFORE USE. Design valid for use only with Milek®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 Incorporate this design into the overall brlding design. Bracing indicated Is to prevent buckling of Individual huss web and/or chord members only. Additional temporary and permanent bracing MiTek. Is always required for stabNtty and to prevent collapse with possible personal Injury and property damage. For general gridarce regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSt/lPtt Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information avallabie from Trus Plate Institute,218 N.Lee Street,Suite 312 Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type •. . Qty Ply • 112425217 14480SH T16 Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:34 2017 Page 2 ID:jQZ1?AcYbz8eEg7LmjDLvoyRnKd-xcQNU8MD5wIAhHZEVgV3JG9zPf9zQCyuxloEKhyNBW V LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:4=50(B)15=38(B)9=50(B)12=38(B)28=5(B)29=5(B)30=5(B)31=5(B)32=5(B)33=5(B) t t Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. la 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.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'Mas web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with posstrle personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria,DSB-89 and SCSI BuBding Component 6904 Parke East Blvd. Safety IMormallon available from Truss Plate Institute,218 N.Lee Street Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply --- -------- T12425218 14480SH T17 Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:35 2017 Page 1 ID:jQZ1?AcYbz8eEg7LmjDLvoyRnKd-Po_IiTNrrEQ1 JR8Q3NOIrUh7W 3RA9fz29OYns7yNBW U -1-4-8 5-0-0 9-0-0 14-0-0 15-4-8 1-4-8 5-0-0 4-0-0 5-0-0 1-4-8 Scale=1:27.3 Special 7x10 Special NAILED 6x7 4 19 5 fl 6.00 TIF 4x4 i 4x4 co?) h3 6 2 7 a d ❑ 8 la, 11 11 10 20 9 1x4 II NAILED 4x4= 3x7 I I Special Special 3x7 11 l 5-0-0 I 9-0-0 I 14-0-0 5-0-0 4-0-0 5-0-0 Plate Offsets(X,Y)-- I2:0-4-4,0-0 61,(4:0-4-4,0-2-01,(5:0-3-0,Edgel,17:0-4-4,0-0-61 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (lac) I/dell Ud • PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.04 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.11 9-10 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.10 Horz(TL) 0.04 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:70 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x6 SP No.2 1-6-0,Right 2x6 SP No.2 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=901/0-5-8,7=901/0-5-8 Max Horz 2=62(LC 7) Max Uplift 2=-177(LC 8),7=-177(LC 8) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-1222/218,4-5=-1039/210,5-7=-1222/218 BOT CHORD 2-10=-126/1032,9-10=-122/1038,7-9=-115/1032 WEBS 4-10=0/274,5-9=0/275 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=43ft;L=44ft;eave=5ft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 177 lb uplift at joint 2 and 177 lb uplift at joint 7. 7)°NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)203 lb down and 182 lb up at 5-0-0,and 203 lb down and 182 lb up at 9-0-0 on top chord,and 107 lb down at 5-0-0,and 107 lb down at 8-11-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-60,4-5=-60,5-8=-60,11-15=-20 Concentrated Loads(Ib) Vert:4=-143(F)5=-143(F)10=-66(F)9=-66(F)19=-64(F)20=-33(F) 1 � A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MH-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mllek®connectors.this design is based only utx'n 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 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 property dcxrraga For general gridcnce regarding the fabrication,storage,delivery,erection and bracing of trusses and buss systems.seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Trus Plate Institute.218 N.Lee Sheet-Suite 312 Alexarndria.VA 22314. Tanga,FL 33610 Job Truss Truss Type ,' Qty Ply T12425219 1 14480SH T18 Hip 1 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industnes,Inc. Thu Nov 2 15:49:35 2017 Page 1 ID:jQZ1?AcYbz8eEg7LmjDLvoyRnKd-Po_IiTNrrEQ 1 JR8Q3NOIrUh6e3TC9fs290Yns7yNBW U -1-4-8 6-11-4 7-0-i12 14-0-0 1 11 1-4-8 6-11-4 0.11.8 6-11-4 5x7= Scale=1:28.9 4 ••••• 101011111.111.16.001-1-1 17 16 • 4x4 i 4x4 5 3 leiALIIIP6 2 a Ire C. 8 d 7 ,x4 II 3x7 11 3x7 11 1 8-11-4 7- 12 14-0-0 6-11-4 0-41-8 6-11-4 Plate Offsets(X,Y)— 12:0-4-8,0-0-61,16:0-2-12,0-5-6] LOADING(psf) SPACING- 2-0-0 CSI. DER. in (loc) I/detl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.07 7-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.44 Vert(TL) -0.14 7-10 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.11 Horz(TL) 0.03 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:59 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 1 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x6 SP No.2 1-6-0,Right 2x6 SP No.2 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=556/0-5-8,2=647/0-5-8 Max Horz 2=78(LC 11) Max Uplift 6=-63(LC 12),2=-114(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-4=-701/205,4-6=-699/220 BOT CHORD 2-7=-101/558,6-7=-101/558 WEBS 4-7=0/292 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=43ft;L=44ft;eave=5ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-8 to 2-11-14,Interior(1)2-11-14 to 7-0-0,Extertor(2)7-0-0 to 13-3-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 63 lb uplift at joint 6 and 114 lb uplift at joint 2. 1 � 0 WARNWG-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. 111 Design valid for use only with MI lek4 connectors.this design Is based only upon parameters shown,and is for an Individual building component.not a truss system.Before use,the bulking designer must verity the appllcabllty 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 Mel( is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabricatIo n,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bled. Safely Information available from Truss Plate institute,218 N.Lee Skeet Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply 112425220 14480SH T19 Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:36 2017 Page 1 ID:jQZ1?AcYbz8eEg7LmjDLvoyRnKd-t?Y7vpOUcYYuwbjdd5XXOhEHuTkdu5XBO2HLOZyNBWT -1-4-8 5-0-0 9-0-0 14-0-0 1-4-8 [ 5-0-0 4-0-0 5-0-0 Scale=1:25.7 NAILED 7510= _ NAILED 657 4 18 5 fl � 6.00 12 111111 454 6454 3 7 2 - 1d1 i 9 19 8 154 ',I NAILED 454= 358 II Special NAILED 358 H I 5-0-0 9-0-0 14-0-0 5-0-0 4-0-0 5-0-0 Plate Offsets(X,Y)-- [2:0-5-4,Edgel,[4:0-4-4,0-2-01,[5:0-3-0,Edge1,[7:0-4-12,0-0-21 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deff Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.05 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.12 8-9 >999 180 BCLL 0.0 ` Rep Stress Incr NO WB 0.15 Horz(TL) 0.04 7 n/a n/a BCDL 10.0 Code FBC2014ITPI2007 Matrix-MS Weight:68 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-11 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x6 SP No.2 1-6-0,Right 2x6 SP No.2 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=917/0-5-8,2=1001/0-5-8 Max Horz 2=59(LC 7) Max Uplift 7=-148(LC 8),2=-201(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-1408/263,4-5=-1235/256,5-7=-1430/264 BOT CHORD 2-9=-180/1195,8-9=-176/1202,7-8=-182/1217 WEBS 4-9=0/273,5-8=-24/389 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=13omph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=43ft;L=44ft;eave=5ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 148 lb uplift at joint 7 and 201 lb uplift at joint 2. 7)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148'x3.25")toe-nails per NDS guidlines. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)109 lb down at 5-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-60,4-5=-60,5-7=-60,10-14=-20 Concentrated Loads(Ib) Vert:4=-196(B)9=-73(B)8=-310(B)18=-92(B)19=44(B) 1 _ t 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 raw.10032015 BEFORE USE. Design valid for 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 verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Indivklual 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 fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSI/IP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely trdormallon available from Truss Plate institute.218 N.Lee Street.Srlte 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type ' ' Qty Ply ' ' T12425221 14480SH T2 HIP 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:38 2017 Page 1 ID:jQZ1?AcYbz8eEg7LmjDLvoyRnKd-pNguKVPk89ocAus?kWZ?T6JZOGNMMxhUsMmRTSyNBW R 1-4-8 7-0-0 9-0-0 16-1-15 23-2-1 30-4-0 32-4-0 39-4-0 11-4_8 I 7-0-0 1 2-0-0 I 7-1-15 I 7-0-3 I 7-1-15 1 2-0-0 I 7-0-0 1-4-8 Scale=1:68.6 7x10 2x4 II 7x6 3x4\\ 3x4\\ 7x10 3x4\\3x4\\ 6.00 12 2x4\\ 5 26 27 628 7 29 30 31 8 2x4// q a0 9 . U. 9 0 4x5 i 32 :lx: N3 2 /7°.' ` 11 N 1 I •i t ti ii12I,0 0 16 15 14 13 6x6= 7x10= 4x5= 6x6= 4x6 I I 4x6 II 9-0-0 16-1-15I 23-2-1 I 30-4-0 I 39-4-0 9-0-0 7-1-15 7-0-3 7-1-15 9-0-0 Plate Offsets(X,Y)-- (2:0-3-9,0-0-11,[5:0-4-8,0-2-01,18:0-4-8,0-2-01,111:0-3-9,0-0-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) 1/deft LA PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.23 14-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.62 14-15 >756 180 BCLL 0.0 * Rep Stress Incr YES WB 0.43 Horz(TL) 0.20 11 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:214 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS Web Brace:Length(member) 6-1-10(7-15); OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1656/0-5-8,11=1656/0-5-8 Max Horz 2=101(LC 10) Max Uplift 2=-229(LC 12),11=-229(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-2705/578,4-5=-2545/582,5-6=-3129/684,6-7=-3129/684,7-8=-3124/681, 8-9=-2545/584,9-11=-2705/580 BOT CHORD 2-16=-407/2329,15-16=-329/2264,14-15=-494/3137,13-14=-340/2265,11-13=-418/2329 WEBS 5-16=-63/330,5-15=-222/1119,6-15=-440/192,7-14=-480/191,8-14=-219/1112, 8-13=-64/330 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=43ft;L=44ft;eave=5ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-8 to 2-11-14,Interior(1)2-11-14 to 9-0-0,Exterior(2)9-0-0 to 36-6-2,Interior(1)36-6-2 to 40-8-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 229 lb uplift at joint 2 and 229 lb uplift at joint 11. t t la 0 WARNING-Verify 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 MITek®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 incorporate this design into the overall buNdtng 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 stabilly and to prevent collapse with possble personal Injury and properly damage. For general guidance regarding the fabxk;ation,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bid. Safety Information avdiable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type ' Qty Ply T12425222 14480SH T20 ROOF SPECIAL GIRDER 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:38 2017 Page 1 I D:jQZ1?AcYbz8eEg7LmjDLvoyRnKd-pNguKVPk89ocAus?kW Z?T6JeCGVEM I yUsMmRTSyN BW R 3-4-2 5-0-0 3-4-2 1-7-14 6.00 12 Scale=1:19.2 3 3x4 I I 4x5= 3x4= .11 l a N 7 � 5 4 NAILED 3x4= 6 NAILED 3x4 II 2x4 II l 3-4-2 5-0-0 3-4-2 1-7-14 Plate Offsets(X,Y)-- (2:0-2-0,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.04 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.10 5-6 >558 180 BCLL 0.0 * Rep Stress Incr NO WB 0.03 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:30 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=384/0-3-8,4=330/Mechanical Max Horz 6=22(LC 8) Max Uplift 6=-44(LC 4),4=-62(LC 8) 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=5.0psf;BCDL=5.Opsf;h=25ft;B=43ft;L=44ft;eave=5ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 44 lb uplift at joint 6 and 62 lb uplift at joint 4. 7)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,4-6=-20 Concentrated Loads(Ib) Vert:5=-168(B)7=-169(B) A WARNING-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 MITekV 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 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 Wslury and property damage. for general guidance regrading the fabdcalon,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/lP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Bbd. Safety Information avdlable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type ; r Qty Ply • T12425223 14480SH T21 Root Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:39 2017 Page 1 ID:jQZ1?AcYbz8eEg7LmjDLvoyRnKd-HaEGXrQMvTwTn2RCID5EOKssEgv95Ube4OW??uyNBWQ 2-8-2 4-2-13 5-0-0 2-8-2 I 1-6-11 0-9-3 356= Scale=1:20.5 2.5x4 I I 4 5 .' 6.00 12 1.5x4 H 4x4= 2 gai II mo 1x4= ch N y 3 N N PlIFF.-.. 1\J I u 1 IM 6 MO 7 1.5x4 II 1.5x4 II 2-8-2I 5-0-0 2-8-2 2-3-14 Plate Offsets(X,Y)-- 14:0-3-0,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.02 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(TL) -0.04 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MR Weight:25 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=188/0-5-8,6=188/Mechanical Max Horz 7=13(LC 12) Max Uplift 7=-16(LC 12),6=-28(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=5.0psf;BCDL=5.Opsf;h=25ft;B=43ft;L=44ft;eave=5ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 2-8-9,Interior(1)2-8-9 to 4-2-13,Exterior(2)4-2-13 to 4-10-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girders)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 16 lb uplift at joint 7 and 28 lb uplift at joint 6. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Ali WARNING-Verify design parameters and READ NOTES ON THIS AND BICLUDED MITEK REFERANCE PAGE M11-7473 me.10/03/2015 BEFORE USE. mit Design valid for use oNy with MITeke connectors.This design Is based only upon pxlrameters shown.and is for an Individual bidding 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. Bracing indicated Is fo prevent buckling of Individual truss web and/or chord members oNy. Additional temporary and permanent bracing MiTek. Is always required for slabNty and to prevent collapse with possbe personal Injury and property damage. for general gridcrrce regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria,DSB49 and SCSI Building Component 6904 Parke East Blvd. Safety Information avalabie from Trim Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply • 112425224 14480SH T22 ROOF SPECIAL 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:40 2017 Page 1 ID:jQZ17AcYbz8eEg7LmjDLvoyRnKd-ImoeIBR_gm3KPCOOswcTYXP1h4FLgxYnJgFYXKyNBWP 3-9-8 5-0-0 3-9-8 ) 1-2-8 245= 6.00112 Scale=1:18.3 1 33x4 II : N NEIN • •0i4 '1 4 5 2x4 11 3x4= 5-0-0 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 IC 0.31 Vert(LL) -0.02 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(TL) -0.04 4-5 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC201411P12007 Matrix-MS Weight:28 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=188/Mechanical,5=188/0-5-8 Max Horz 5=-16(LC 12) Max Uplift 4=-13(LC 12),5=-30(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=5.0psf;BCDL=5.Opsf;h=25tt;B=43ft L=44ft;eave=5ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 13 lb uplift at joint 4 and 30 lb uplift at joint 5. 4 / 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 MITek®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 incorporate this design Into the overall briding design. Bracing indicated is to prevent trickling of Individual truss web and/or chord members only.AddUbnci temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Wry and property damage. kg general gridasce regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Crtt.da,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely hnforma6on available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type "' City Ply • T12425225 14480SH T23 Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:41 2017 Page 1 ID:jQZ1?AcYbz8eEg7LmjDLvoyRnKd-EyLOyXScR4BB1 MbaPe7i51x4OUNrZKEwYK?64nyNBW O -1-4-8I 3-7-5 I 7-0-0 l 12-0-0 1 17-0-0 20-4-11 I 24-0-0 125-4-8 l 1-4-8 3-7-5 3-4-11 5-0-0 5-0-0 3-4.11 3-7-5 1-4-8 Scale=1:43.6 l NAILED Special 7x10 NAILED NAILED 2x4 I I NAILED 7x10 4 25 26 5 27 28 6 600 12 ° nn n11 $ nn nnla ars� ars 3 Ni 4x5\ NOi 6 2 9 1 �� C NM Y 02 n n �M\O I" l 15 14 29 30 13 31 32 12 11 0 4x6= 2x4 I 4x5= NAILED NAILED7x10= NAILED 4x5= 2x4 II 6x6= Special NAILED Special I 3-7-5 I 7-0-0 I 12-0-0 I 17-0-0 I 20-4-11 23-7-8 24-O0 3-7-5 3-4-11 5-0-0 5-0-0 3-4-11 3-2-13 4 Plate Offsets(X,Y)-- 12:0-0-0,0-0-141,14:0-4-8,0-2-01,16:0-4-8,0-2-01,19:0-1-5,0-2-141 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.19 13-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 1.00 Vert(TL) -0.32 13-14 >889 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.31 Horz(TL) 0.11 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:130 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1'Except` TOP CHORD Structural wood sheathing directly applied or 2-6-11 oc puffins. 4-6:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-8-7 oc bracing. BOT CHORD 2x4 SP No.1 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer WEDGE I Installation guide. Left:2x4 SP No.3 SLIDER Right 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 2=1727/0-3-8,9=1806/0-3-8 Max Horz 2=-82(LC 23) Max Uplift 2=-800(LC 8),9=-837(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2980/1377,3-4=-2925/1416,4-5=-3134/1533,5-6=-3134/1533,6-7=-2806/1361, 7-9=-2582/1207 BOT CHORD 2-15=-1150/2588,14-15=-1150/2588,13-14=-1171/2612,12-13=-1120/2512, 11-12=-963/2185,9-11=-963/2185 WEBS 4-14=-240/520,4-13=-306/700,5-13=-648/271,6-13=-356/815,6-12=-168/404, 7-12=-292/450 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=43ft;L=44ft;eave=5ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MW FRS(directional);cantilever right exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 800 lb uplift at joint 2 and 837 lb uplift at joint 9. 7)"NAILED"indicates 3-10d(0.148"x31 or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)223 lb down and 202 lb up at 7-0-0,and 223 lb down and 202 lb up at 17-0-0 on top chord,and 254 lb down and 179 lb up at 7-0-0,and 254 lb down and 179 lb up at 16-11-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard Continued on Dane 2k / __ a WARNING-Varity 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 MiTek®connectors.This design k based only upon parameters shown,and Is for an Individual building component,not mil. 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 B 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 arid property damage. for general guidance regadttng the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/IPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Sheet.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type • .r Oty Ply 712425225 14480SH T23 Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:41 2017 Page 2 ID:jQZ1?AcYbz8eEg7LmjDLvoyRnKd-EyLOyXScR4BB1 MbaPe7i51x4OUNrZKEwYK?64nyNBW O LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-4=-60,4-6=-60,6-10=-60,16-19=-20 Concentrated Loads(Ib) Vert:4=-176(F)6=-176(F)14=-229(F)12=-229(F)25=-110(F)26=-110(F)27=-110(F)28=-110(F)29=-49(F)30=-49(F)31=-49(F)32=-49(F) t _ � Ai WARNING-Verify 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 MILek®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 Incorporate this design Into the overall briding design. Bracing Indicated Is to prevent budding ng of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always regdred for slablity and to prevent collapse with possible personal Injury and property damage. For general gald nce regarding the tobrtcatto s storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1W I Quality Culled°,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Salty IMormallon avdable from Truss Plate Institute.218 N.Lee Sheet.Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type ' Qty Ply T12425226 14480SH T24 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:42 2017 Page 1 ID:jQZ t?AcYbz8eEg7LmjDLvoyRnKd-iBvPAtSECOJ1 eW AnzLexeyUJXunclpS4m_kfcDyNBW N l -1-4-8 l 7-0-0 l 9-0-0 l 15-0-0 l 17-0-0 l 24-0-0 1-4-8 7-0-0 2-0-0 6-0-0 2-0-0 7-0-0 Scale=1:41.3 6x6 11 7x10 4 1920 5 2x4\\ 414 O4//11 6.00 FIT 3 6 . \ g 4 21 N 18 22 2 7 R N 1 8 t a Ic4 9 8 4x5= 7x10= 4x5= 3x811 9-0-0I 15-0-0 l 23-7-8 2'}- 9-0-0 6-0-0 8-7-8 0-4- Plate Offsets(X,Y)-- 15:0-4-8,0-2-01,17:0-3-8,Edgey 17:0-1-5,0-7-41,17:0-0-10,0-1-51,F9:0-4-8,Edge1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.27 9-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.41 9-12 >710 180 BCLL 0.0 * Rep Stress Incr YES WB 0.18 Horz(TL) 0.05 7 Na n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:114 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-1 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-3-1 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3,Right:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 2=1030/0-3-8,7=973/0-3-8 Max Horz 2=98(LC 11) Max Uplift 2=-393(LC 12),7.355(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1529/1124,3-4=-1329/1116,4-5=-1149/1000,5-6=-1285/1070,6-7=-1467/1076 BOT CHORD 2-9=-949/1287,8-9=-796/1126,7-8=-886/1231 WEBS 3-9=-291/239,4-9=-426/399,5-8=-392/346 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCOL=5.Opsf;BCDL=5.0psf;h=25ft;B=43ft;L=44ft;eave=5ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-8 to 2-11-14,Interior(1)2-11-14 to 9-0-0,Exterior(2)9-0-0 to 15-0-0,Interior(1)21-2-2 to 24-0-0 zone;cantilever right exposed;porch lett and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 393 lb uplift at joint 2 and 355 lb uplift at joint 7. ,11 o WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10d0312015 BEFORE USE. Design valid for use only with Milek®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 applicablity of design parameters and property incorporate this design Into the overall briding design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M Frei(' Is always required for stabllly and to prevent collapse with possbte personal injury and properly dcxnage. For general guidance regarding the fabrication,storage,delivery,erection and bracklg of trusses and truss systems.seeANSl/IPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avalabte from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria VA 22314. Tampa,FL 33610 1 Job Truss Truss Type ' Qty Ply • • T12425227 14480SH T25 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:43 2017 Page 1 I D:jQZ 1?AcYbz8eEg7LmjDLvoyRnKd-ALTnNDTtzhRuGglzX39AAA0U_HBC1 CHD?eUC8yNBW M -1-4-8 7-0-0 11-0-0 12-0-0 13-0-0 17-0-0 24-0-0 1-4-8 I 7-0-0 I 4-0-0 1-0-0 11-0.0 I 4-0-0 I 7-0-0 i Scale=1:44.7 3x6= 3x5 II 3x6= 4 20 5 6 ff L• ff 6.00 12 4x5 4x5 3 7 v. 1 19 21 22 0 18 8 2 i1 rd 8 1 B. IrI" 11 10 9 4x5= 2x4 I: 7x10= 2x4 II 3x8 I I 4x5= 7-0-0 11-0-0 12-0-013-0-0 17-0-0 23-9-8 24/-9-0 I 7-0-0 I 4-0-0 1-0-0 1 1-0-0 I 4-0-0 I 6-9-8 04-8 Plate Offsets(X,Y)-- [2:0-0-0,0-1-21,[4:0-3-0,0-2-01,15:0-3-0,0-1-8),[6:0-3-0,0-2-01,18:0-2-3,Edge),[8:0-0-0,0-1-61 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.13 9-17 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(TL) -0.19 9-17 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.40 Horz(TL) 0.05 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:115 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-8-6 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3,Right:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 2=1045/0-3-8,8=958/0-5-8 Max Horz 2=118(LC 11) Max Uplift 2—399(LC 12),8=-349(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1588/1160,3-4=-1134/881,4-5=-955/816,5-6=-955/816,6-7=-1135/891, 7-8=-1586/1160 BOT CHORD 2-11=-980/1335,10-11=-980/1335,9-10=963/1347,8-9=963/1347 WEBS 3-11=-214/251,3-10=-493/446,7-10=-508/450,7-9=-228/252,5-10=-641/650 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=5.0psf;BCDL=5.0psf;h=25ft;B=43ft;L=44ft;eave=5ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-8 to 2-11-14,Interior(1)2-11-14 to 11-0-0,Exterior(2) 11-0-0 to 13-0-0,Interior(1)19-2-2 to 24-0-0 zone;cantilever right exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) 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 will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 399 lb uplift at joint 2 and 349 lb uplift at joint 8. 1 a WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ME-7473 rev.10/03/2015 BEFORE USE. MI Design valid for use only with Milek®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 applicabllty or design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web arx7/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possloie personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSr/IPr1 Quilty Crtterta,DSB-89 mei SCSI Building Component 6904 Parke East Blvd. Solely Information available from Truces Plate Institute.218 N.lee Street.Suite 312 Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type , Qty Ply 772425228 14480SH T26 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:44 2017 Page 1 ID:jQZ1?AcYbz8eEg7LmjDLvoyRnKd-eX19bYUVk?ZIupK95mgPjNZfvhY4mf5NEIDmg6yNBW L -1-4-8 7-0-0 12-0-0 17-0-0 21-0-0 24-0-0 1-4-8 7-0-0 5-0-0 5-0-0 4-0-0 3-0-0 Scale=1:43.0 5x6 4 6.00 TIT 4x5 17 4x5 16 5 3 4x6= 2x4 I I 15 6 8 cc N tai mo 11 10 9 7 4x5= 2x4 I: 7x10= 2x4 I I 7x10= 7-0-0 I 11-9-4 I 17-0-0 21-0-0 23-9-8 24-0-0 7-0-0 4-9-4 5-2-12 4-0-0 2-9-8 04-8 Plate Offsets(X,Y)-- 16:0-0-4,Edge],17:0-0-0,0-0-111 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (roc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.08 7-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.39 Vert(TL) -0.16 11-14 >877 180 BCLL 0.0 * Rep Stress Incr YES WB 0.43 Horz(TL) 0.02 2 rVa n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:121 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.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=477/0-5-8,10=1102/0-5-8,7=407/0-5-8 Max Horz 2=121(LC 11) Max Uplift 2=-71(LC 12),10=-287(LC 12),7=-148(LC 12) Max Gray 2=509(LC 21),10=1102(LC 1),7=416(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-477/12,5-6=-367/265,6-7=-378/205 BOT CHORD 2-11=-5/364,10-11=-5/364,9-10=-242/329,7-9=-234/331 WEBS 3-11=0/268,3-10=-563/161,4-10=-370/143,5-10=-554/457 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=43ft;L=44ft;eave=5ft;Cat. II;Exp B;End.,GCp1=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-8 to 2-11-14,Interior(1)2-11-14 to 12-0-0,Exterior(2) 12-0-0 to 16-4-6,Interior(1)20-11-9 to 23-10-4 zone;cantilever right exposed;porch right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 71 lb uplift at joint 2,287 lb uplift at joint 10 and 148 lb uplift at joint 7. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mi Design valid for use only with Milek®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 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 tracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property danage. For general guidcnce regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1Pl I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Inlormallan avcictde from Truss Plate institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type 6 ' Qty Ply ' T12425229 14480SH T27 HALF HIP GIRDER 1 3 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:45 2017 Page 1 I D:jQZ 1?AcYbz8eEg7Lmj DLvoyRnKd-6jbXouV7VJhcW zvLeUCeFb6j15oaV?TW TyzJ DYyNBW K -1-4-8 2-0-13 3-11-0 4-2-4 6-2-9 8-1-2 9-11-11 12-0-0 1-4-8 I 2-0-13 I 1-10-3 0-3-4 2-0-5 i 1-10-9 I 1-10-9 2-0-5 Scale=1:22.7 2x4 I I 4 * c. 2 6.00 12 6x8 02x4 II 4x5= 6 4x5= 4x6= 5x6= 3 - 4x6- 8 9 • _,- -6o - - �- - - - T 1 26 15 8x10= 1410x12= 23 13 24 12 4x6= 25 11 5x6= THDH28-3 THD46 4x5- THD46 THD46 THD46 10 5x8= 5x6 II ALL CONCENTRATED LOADS MUST BE EQUALLY DISTRIBUTED TO EACH PLY OF THE TRUSS. 2-0-13I 3-11-0 44 2 6-2-9 I 8-1-2 I 9-11-11 i 12-0-0 2-0-13 1-10-3 0-3 2-0-5 1-10-9 1-10-9 2-0-5 Plate Offsets(X,Y)-- [2:0-4-0,0-1-15],[3:0-1-4,0-3-01,18:0-2-4,0-2-R[9:0-2-4,0-2-8],[10:Edge,0-3-8],[11:0-2-4,0-2-8],[12:0-2-4,0-2-01[14:0-5-8,0-6-4],[15:0-3-8,0-5-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL In (lac) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.95 Vert(LL) -0.11 13-14 >999 360 MT20 244/190 TCDL 17.0 Lumber DOL 1.00 BC 0.82 Vert(TL) -0.34 13-14 >424 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.87 Horz(TL) 0.04 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.08 13-14 >999 240 Weight:242 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 2x8 SP SS except end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7.13,8-12,9-11:2x4 SP No.2,5-14:2x6 SP No.2 PLY-TO-PLY CONNECTION REQUIRES THAT AN APPROVED REACTIONS. (lb/size) 10=5294/0-5-8,2=6447/0-5-8 FACE MOUNT HANGER(SPECIFIED BY OTHERS)IS REQUIRED AT Max Horz 2=101(LC 8) JOINT 14 FOR LOAD REPORTED IN NOTES.FACE MOUNT HANGER SHALL Max Uplift 2=-96(LC 8) BE ATTACHED WITH A MINIMUM OF 0.25'x 4.5'SCREWS OR OTHER Max Gray 10=6205(LC 2),2=6463(LC 2) FASTENERS THAT PENETRATES ALL PLIES,PER HANGER MANUFACTURER SPECIFICATIONS. FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-11499/55,3-5=-10553/117,5-6=-19229/33,6-7=-19171/0,7-8=-14995/0, 8-9=-8600/0,9-10=-4993/0 BOT CHORD 2-15=-123/10324,14-15=-33/19229,13-14=0/19171,12-13=0/14995,11-12=0/8600, 10-11=0/511 WEBS 3-15=0/4741,5-15=-9707/0,6-14=-801/1236,6-13=-1215/44,7-13=-191/5077, 7-12=-3056/0,8-12=0/7328,8-11=-4113/0,9-11=0/9270,5-14=0/3904 NOTES- 1)NA 2)NA 3)3-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc. Bottom chords connected as follows:2x8-4 rows staggered at 0-4-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc,2x6-3 rows staggered at 0-4-0 oc. 4)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. 5)Unbalanced roof live loads have been considered for this design. 6)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.OpsY h=25ff;B=43ft;L=44ft;eave=5ft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 7)Provide adequate drainage to prevent water ponding. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)'This truss has been designed for a live load of 20.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. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 96 lb uplift at joint 2. 11)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27,28,29,30,31,32 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Use USP THDH28-3(With 16d nails into Girder&16d nails into Truss)or equivalent at 4-2-4 from the left end to connect truss(es) to back face of bottom chord. Continued on nane 2 1 Ia Q WARMAVG-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE*11.7473 rev.1603/2015 BEFORE USE. " Design valid for use only with Muck®connectors.This design Is lxTrsed only upon parameters shown,and Is for an krdMdual balding component,not a truss system.Before use,the building designer must verity the appllcaillty of design parameters and properly incorporate this design Into the overall building design. acing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M Frei( is always reglired for slablliy and to prevent collapse with possible personal tr riy and property damage. For general gukkrnce regarding the fab ricatkxt storage.delivery,erection and bracing of Busses and tuns systems,seeANSI/TPl1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bled. Safety Informanon available from Truss Plate institute.218 N.Lee Street Shite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T12425229 14480SH T27 HALF HIP GIRDER 1 3 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:45 2017 Page 2 ID:jQZ1?AcYbz8eEg7LmjDLvoyRnKd-6jbXouV7VJhcWzvLeUCeFb6j15oaV?TWTyzJDYyNBW K NOTES- 14)Use USP THD46(With 16d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 5-2-4 from the left end to 11-2-4 to connect truss(es) to back face of bottom chord. 15)Fill all nail holes where hanger is in contact with lumber. 16)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)317 lb down and 238 lb up at 4-2-13,178 lb down and 107 lb up at 5-0-12,129 lb down and 97 lb up at 7-0-12,and 180 lb down and 93 lb up at 9-0-12,and 271 lb down and 89 lb up at 11-0-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-114,3-4=-114,3-5=-54,5-9=-254,10-16=-20 Concentrated Loads(Ib) Vert:2=-1 5=-273 14=-6401(B)19=-178 20=-111 21=-180 22=-271 23=-380(B)24=380(B)25=-380(B)26=-282(B) 2)Dead+0.75 Roof Live(balanced)+0.75 Uninhab.Attic Storage+0.75 Attic Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-94,3-4=-94,3-5=49,5-9=-229,10-16=-20 Concentrated Loads(Ib) Vert:5=-227 14=-5738(B)19=-150 20=-98 21=-159 22=-238 23=-925(8)24=-925(B)25=-925(B)26=-687(B) 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-34,3-4=-34,3-5=-34,5-9=-154,10-16=40 Concentrated Loads(Ib) Vert:5=-197 14=-4798(B)19=-73 20=-86 21=-142 22=-207 4)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=17,2-3=3,3-4=-3,3-5=19,5-22=-101,9-22=-103,10-16=-10 Hort 1-2=-27,2-3=-13,3-4=-7 Concentrated Loads(Ib) Vert:5=156 14=122(B)19=91 20=44 21=39 22=41 5)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=5,2-3=10,3-4=25,3-5=19,5-9=-101,10-16=-10 Horz:1-2=-15,2-3=-20,3-4=-35 Concentrated Loads(Ib) Vert:5=140 14=122(B)19=91 20=44 21=39 22=40 6)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-38,2-3=-44,3-4=-38,3-5=-35,5-9=-155,10-16=-20 Horz-.1-2=1,2-3=10,3-4=4 Concentrated Loads(lb) Vert:5=238 14=125(B)19=107 20=97 21=93 22=89 7)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-19,2-3=-24,3-4=-19,3-5=-35,5-9=-155,10-16=-20 Horz:1-2=-15,2-3=-10,3-4=-15 Concentrated Loads(Ib) Vert:5=228 14=125(8)19=107 20=97 21=93 22=89 8)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=34,2-3=19,3-4=34,3-5=19,5-9=-101,10-16=-10 Horz:1-2=44,2-3=-29,3-4=-44 Concentrated Loads(Ib) Vert:5=135 14=122(8)19=91 20=44 21=39 22=40 9)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=23,2-3=9,3-4=23,3-5=9,5-9=-111,10-16=-10 Horz:1-2=-33,2-3=-19,3-4=-33 Concentrated Loads(Ib) Vert:5=15714=122(B)19=95 20=54 21=49 22=50 10)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-30,2-3=-35,3-4=-30,3-5=-35,5-9=-155,10-16=-20 Horz:1-2=-4,2-3=1,3-4=-4 Concentrated Loads(Ib) Vert:5=234 14=125(8)19=107 20=97 21=93 22=89 11)Dead+0.6 MWFRS Wind(Neg.internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-2=-30,2-3=-35,3-4=-30,3-5=-35,5-9=-155,10-16=-20 Horz:1-2=4,2-3=1,3-4=4 Concentrated Loads(lb) Vert:5=234 14=125(B)19=107 20=97 21=93 22=89 12)Dead+Uninhabitable Attic Storage:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-3=-34,3-4=-34,3-5=-34,5-9=-154,10-16=-20 Concentrated Loads(Ib) Vert:5=-87 14=-3597(B)19=-66 20=-59 21=-95 22=-139 23=-1106(B)24=-1106(B)25=-1106(B)26=-823(B) Continued on Daae 3 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.I&A03r2015 BEFORE USE. 11111 Design valid for use only with Mick®connectors.Ibis 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 appticablity of design parameters and properly Incorporate this design into the overall l building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Ml lT ek• is always required for stability and to prevent collapse with possible personal injury and property damage. for general grlldarnce regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6004 Parke East Bbd. Safely Information available from Truss Plate Institute.218 N.Lee Street.Stile 312 Nexandfa.VA 22314. Tampa,FL 33610 Job Truss Truss Type ' Qty Ply • T12425229 14480SH T27 HALF HIP GIRDER 1 3 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:45 2017 Page 3 I D:jQZ 1?AcYbz8eEg7Lmj DLvoyRnKd-6jbXouV7VJhcW zvLeUCeFb6j 15oaV?TW TyzJ DYyNBW K LOAD CASE(S) Standard 13)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-97,2-3=-101,3-4=-97,3-5=-50,5-9=-230,10-16=-20 Horz:1-2=3,2-3=7,3-4=3 Concentrated Loads(Ib) Vert:5=177 14=-457(B)19=73 20=69 21=62 22=53 14)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-83,2-3=-87,3-4=-83,3-5=-50,5-9=-230,10-16=-20 Horz:1-2=-11,2-3=-7,3-4.11 Concentrated Loads(Ib) Vert:5=169 14=-457(B)19=73 20=69 21=62 22=53 15) Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-91,2-3=-95,3-4=-91,3-5=-50,5-9=-230,10-16=-20 Horz:1-2=-3,2-3=1,3-4=-3 Concentrated Loads(Ib) Vert:5=174 14=-457(B)19=73 20=69 21=62 22=53 16)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-2=-91,2-3=-95,3-4=-91,3-5=-50,5-9=-230,10-16=-20 Horz:1-2=-3,2-3=1,3-4=-3 Concentrated Loads(Ib) Vert:5=174 14=-457(B)19=73 20=69 21=62 22=53 17) 1st Dead+Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-114,3-4=-114,3-5=-54,5-9=-254,10-16=-20 Concentrated Loads(Ib) Vert:5=-273 14=-6401(B)19=-178 20=-111 21=-180 22=-271 23=-380(B)24=-380(B)25=-380(B)26=-282(B) 18)2nd Dead+Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:1-3=-34,3-4=-34,3-5=-54,5-9=-254,10-16=-20 Concentrated Loads(lb) Vert:5=-317 14=-6401(B)19=-178 20=-111 21=-180 22=-271 23=-380(B)24=-380(B)25=-380(B)26=-282(B) 19)3rd Dead+0.75 Roof Live(unbalanced)+0.75 Uninhab.Attic Storage+0.75 Attic Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-94,3-4=-94,3-5=-49,5-9=-229,10-16=-20 Concentrated Loads(Ib) Vert:5=-227 14=-5738(B)19=-150 20=-98 21=-159 22=-238 23=-925(B)24=-925(B)25=-925(B)26=-687(B) 20)4th Dead+0.75 Roof Live(unbalanced)+0.75 Uninhab.Attic Storage+0.75 Attic Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-34,3-4=-34,3-5=-49,5-9=-229,10-16=-20 Concentrated Loads(lb) Vert:5=-259 14=-5738(B)19=-150 20=-98 21=-159 22=-238 23=-925(B)24=-925(B)25=-925(B)26=-687(B) 21) Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=17,2-3=3,3-4=-3,3-5=19,5-22=-101,9-22=-103,10-16=-10 Horz: 1-2=-27,2-3=-13,3-4=-7 Concentrated Loads(Ib) Vert:5=-294 14=-4151(B)19=-96 20=-129 21=-172 22=-216 22) Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=5,2-3=10,3-4=25,3-5=19,5-9=101,10-16=-10 Horz:1-2=-15,2-3=-20,3-4=-35 Concentrated Loads(Ib) Vert:5=-309 14=-4151(B)19=-96 20=-129 21=-172 22=-217 23) Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-38,2-3=-44,3-4=-38,3-5=-35,5-9=-155,10-16=-20 Horz:1-2=4,2-3=10,3-4=4 Concentrated Loads(Ib) Vert:5=-211 14=-4148(B)19=-81 20=-76 21=-118 22=-169 24) Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-2=-19,2-3=-24,3-4_19,3-5=-35,5-9=155,1O-16=-20 Horz:1-2=-15,2-3=-10,3-4.15 Concentrated Loads(Ib) Vert:5=-222 14=-4148(B)19=-81 20=-76 21=-118 22=-169 25)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=34,2-3=19,3-4=34,3-5=19,5-9=-101,10-16=-10 Horz:1-2=-44,2-3=-29,3-4=-44 Concentrated Loads(Ib) Vert:5=-314 14=-4151(B)19=-96 20=-129 21=-172 22=-217 26)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 ontinued on name 4 Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MtTEK REFERANCE PAGE MH-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 Irvilvidual budding 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. Bracing indicated Is to prevent buckling of Individual Buss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always regrlred 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 Buss systems,seeANSI/TPI l QuaNty Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdtable from Trim Plate Institute.218 N.Lee Street.Suite 312,Alexadrla,VA 22314. Tampa.FL 33610 F Job Truss Truss Type Qty Ply T12425229 14480SH T27 HALF HIP GIRDER 1 3 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:45 2017 Page 4 ID:jQZ1?AcYbz8eEg7LmjDLvoyRnKd-6jbXouV7VJhcWzvLeUCeFb6j15oaV?TWTyzJDYyNBW K LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-2=23,2-3=9,3-4=23,3-5=9,5-9=-111,10-16=-10 Horz:1-2=-33,2-3=-19,3-4=-33 Concentrated Loads(lb) Vert:5.29314=-4151(B)19=-93 20=-118 21=-161 22=-208 27) Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-30,2-3=-35,3-4=-30,3-5=-35,5-9=-155,10-16=-20 Horz:1-2=-4,2-3=1,3-4=-4 Concentrated Loads(Ib) Vert:5=-216 14=-4148(B)19=-81 20=-76 21=-118 22=-169 28) Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-30,2-3=-35,3-4=-30,3-5=-35,5-9=-155,10-16=-20 Horz:1-2=-4,2-3=1,3-4=-4 Concentrated Loads(Pb) Vert:5=-216 14=-4148(B)19=-81 20=-76 21=-118 22=-169 29)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-97,2-3=-101,3-4=-97,3-5=-50,5-9=-230,10-16=-20 Horz:1-2=3,2-3=7,3-4=3 Concentrated Loads(Pb) Vert:5=-260 14=-5174(B)19=-136 20=-86 21=-145 22=-222 30)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-83,2-3=-87,3-4=-83,3-5=-50,5-9=-230,10-16=-20 Horz:1-2=-11,2-3=-7,3-4=-11 Concentrated Loads(Ib) Vert:5=-269 14=-5174(B)19=-136 20=-86 21=-145 22=-222 31)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increaser-1.60 Uniform Loads(plf) Vert:1-2=-91,2-3=-95,3-4=-91,3-5.50,5-9=-230,10-16=-20 Horz:1-2=-3,2-3=1,3-4=-3 Concentrated Loads(lb) Vert:5=-264 14=-5174(B)19=-136 20=-86 21=-145 22=-222 32)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-91,2-3=-95,3-4=-91,3-5=-50,5-9=-230,10-16=-20 Horz:1-2=-3,2-3=1,3-4=-3 Concentrated Loads(Ib) Vert:5=-264 14=-5174(B)19=-136 20=-86 21=-145 22=-222 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1003/2015 BEFORE USE. 1111 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.Before use,the bulling 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 M iTek• Is always required for stability and to prevent collapse with possble personal Inkry and property damage. For general guidance regarana Use fabrication,storage,delivery,erection and bracing of trusses and tuns systems,seeANSI/1PI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bbd. Safely IMormallon available from Truss Plate institute,218 N.Lee Street Stile 312 Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type r r Oty Ply a T12425230 14480SH T28 Monopitch 14 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:46 2017 Page 1 ID:jQZ1?AcYbz8eEg7LmjDLvoyRnKd-aw9v?E W IGcpT77UYCBjtooe4TVIhEfKfhcisl_yNBW J -1-4-8 3-11-8 1-4-8 3-11-8 2x4 I I Scale=1:15.3 4 3 11 11' �;1 6.00 12 2 10 1 6 2x4 ii5 3x4= 4-0-0 4-0-0 Plate Offsets(X,Y)-- [6:0-2-0,0-1-01 LOADING (psf) SPACING- 2-0-0 CSL DEFL in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) -0.01 6-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.13 Vert(TL) -0.02 6-9 >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/TP12007 Matrix-MP Weight:18 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=144/Mechanical,2=245/0-5-8 Max Horz 2=87(LC 12) Max Uplift 6=-26(LC 12),2=-55(LC 12) Max Gray 6=146(LC 17),2=245(LC 1) 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=5.0psf;BCDL=5.0psf;h=25ft;B=43ft;L=44ft;save=5ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-8 to 2-11-14,Interior(1)2-11-14 to 3-11-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 26 lb uplift at joint 6 and 55 lb uplift at joint 2. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M&7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MltelOE connectors.This design Is based only upon parameters shown,and Is for an 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 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 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/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate kutltule.218 N.Lee Street,Suite 312,Mexa dria.VA 22314. Tampa,FL 33610 Job Truss Truss Type ; , `Qty Ply T12425231 14480SH T29 Half Hip Girder 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:47 2017 Page 1 ID:jQZ1?AcYbz8eEg7LmjDLvoyRnKd-26jIDaWN1wxKIH2kmuE6LOBEOvelz6ZpwGSQHRyNBWI -1-4-8 3-0-0 3-11-8 4-R-0 1-4-8 I 3-0-0 I 0-11-8 0-0-8 Special Scale=1:12.9 3 4 5 3r..„-iinff. � ■ 6.00 12 �1-: N O N 2 Eil ■ CO 1 ,, 11 Special 7 110 2x4 11 6 3x4= 1-11-5 3-11-8 4-01-0 1 1-11-5 2-0-3 04-8 Plate Offsets(X,Y)-- 13:0-3-0,0-2-0),17:0-2-0,0-1-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.00 7-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1-25 BC 0.12 Vert(TL) -0.01 7-10 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MR Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=184/Mechanical,2=254/0-5-8 Max Horz 2=75(LC 8) Max Uplift 7=-38(LC 5),2=-66(LC 8) Max Gray 7=187(LC 28),2=254(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=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=43ft;L=44ft;eave=5ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 38 lb uplift at joint 7 and 66 lb uplift at joint 2. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)118 lb down and 99 lb up at 3-0-0 on top chord,and 51 lb down and 12 lb up at 3-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,3-4=-60,4-5=-20,6-8=-20 Concentrated Loads(Ib) Vert:3=-37(F)11=-12(F) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1(1-7473 rev.10/03/2015 BEFORE USE. 1111 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.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 thus web and/or chord members only. Additional temporary and permanent bracing MiMek• is always required for stability and to prevent collapse with possble personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Bled. Safely IMamallon available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type r r Qty Ply • • 112425232 14480SH T3 HIP 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:48 2017 Page 1 ID:jQZ1?AcYbz8eEg7LmjDLvoyRnKd-W IGgQwX?oE3BNRdwKcILtDkGiigAiVDy9wBzptyNBW H 1-4-8 7-6-0 11-0-0 16-9-5 22-6-11 28-4-0 31-10-0 39-4-0 8- 11_4_81 7-6-0 1 3-6-0 1 5-9-5 i 5-9-5 i 5-9-5 1 3-6-0 7-6-0 1-4-8 Scale=1:68.6 3x4// 7x6% 4x5= 3x4// 6x6 3x4// 3x4// 7x6 5 27 628 7 29 30 8 6.00 FlT 2x4\\ i. n 2x4 l/ 4 26 31111 \ \ / q N 4x5 i 25 32 4x5 ro 3 10 2 '✓ 1t 120 ' �: Ia 16 33 34 15 14 35 36 13 6x6= 6x6= 4x10= 6x8= 4x6 I I 5x6 H I 10-0-0 l 16-9-5 1 22-6-11 I 29-4-0 1 39-4-0 10-0-0 6-9-5 5-9-5 6-9-5 10-0-0 Plate Offsets(X,Y)-- 12:0-3-9,0-0-11,[11:0-3-9,0-0-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.21 13-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.49 13-14 >958 180 BCLL 0.0 * Rep Stress Incr YES WB 0.29 Horz(TL) 0.17 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:221 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1'Except` TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 5-7,7-8:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-6-2 oc bracing. BOT CHORD 2x4 SP No.1 'Except' WEBS Web Brace:Length(member) 5-9-15(6-14); 13-15,15-16:2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer OTHERS 2x4 SP No.3 Installation guide. SLIDER Left 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 2=1656/0-5-8,11=1656/0-5-8 Max Horz 2=121(LC 11) Max Uplift 2=229(LC 12),11=-229(LC 12) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-4=-2694/582,4-5=-2501/579,5-6=-2596/607,6-7=-2607/609,7-8=-2607/609, 8-9=-2509/583,9-11=-2696/581 BOT CHORD 2-16=-410/2320,15-16=-298/2127,14-15=-385/2605,13-14=-309/2126,11-13=-419/2321 WEBS 4-16=-253/187,5-16=-71/421,5-15=-155/764,6-15=-428/168,7-14=-365/166, 8-14=-155/774,8-13=-74/426,9-13=-251/187 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=43ft;L=44ft;eave=5ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-14-8 to 2-11-14,Interior(1)2-11-14 to 11-0-0,Exterior(2) 11-0-0 to 34-6-2,Interior(1)34-6-2 to 40-8-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 229 lb uplift at joint 2 and 229 lb uplift at joint 11. let Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERABLE PAGE MA-7073 rev.10/03/2015 BEFORE USE Design valid for use only with MiTek®connectors.las 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 incorporate this design into the overall br iding design. Bracing Indicated is to prevent buckling of indMdual buss web and/or chord members only. Additional temp nary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regcxdkng the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSl/1PI I Qualify Cataria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Inlamalton available from Truss Plate Institute.218 N.Lee Sheet Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type r Qty Ply T12425233 14480SH T30 HALF HIP GIRDER 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:49 2017 Page 1 ID:jOZ1?AcYbz8eEg7LmjDLvoyRnKd-?Vg2eGYdYXB2_bC7tJGaQRGaSiKSR036NaxXMJyNBWG -1-4-8 3-0-0 4-0-0 1-4-8 3-0-0 1-0-0 Special Scale=1:12.9 3 4 5 ipm3x6 4 • 6.00 12 s-1-: 2 1 16...".11111111111121i1 11 Special 7 2x4 6 3x4= 3-0-0 4-0-0 3-0-0 1-0-0 Plate Offsets(X,Y)-- 13:0-3-0,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) -0.00 7-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(TL) -0.01 7-10 >999 180 BOLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MR Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=183/Mechanical,2=256/0-5-8 Max Horz 2=75(LC 8) Max Uplift 7=-38(LC 5),2=-66(LC 8) Max Gray 7=186(LC 36),2=256(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=5.0psf;BCDL=5.Opsf;h=25ft;B=43ft;L=44ft;eave=5ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 38 lb uplift at joint 7 and 66 lb uplift at joint 2. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)119 lb down and 99 lb up at 3-0-0 on top chord,and 51 lb down and 12 lb up at 3-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Root Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,3-4=-60,4-5=-20,6-8=-20 Concentrated Loads(Ib) Vert:3=-35(B)11=-12(B) A 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 MiTeke 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 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 property cklrnclge. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems seeANSI/WPl l Quality Criteria,DSB-69 and SCSI Building Component 6904 Parke East Blvd. Safety Information avcilable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexa drla,VA 22314. Tanga.FL 33610 Job Truss Truss Type , • Qty Ply • . T12425234 14480SH T31 HALF HIP GIRDER .1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:50 2017 Page 1 ID:jQZ1?AcYbz8eEg7LmjDLvoyRnKd-ThOQrcZGJrJvcknJR 1 npyepgA6U_AGLFcEg4ulyN BW F -1-4-8 1-0-0 3-11-0 4r3-0 13-9-10 23-11-8 1-4-8 11-0-01 2-11-0 0-4-0 9-6-10 I 10-1-14 I Scale=1:44.5 8x14 M18SHS i 2x4 I I 2x4 I1 4x6= 6.00 12 4x10= 4x5= 6x6= 4x5= 10x14 = n 3 � 23 6 24 7 8 9 i 1 7,41 17 N 720 4x6 16 15 25 14 13 12 11 10 7x10=3x8 II 6x6= 8x10= 4x10= 4x6= 3x4 II NAILED THD26-2 I1-0.0 I 3-11-0 41310 13-9-10 I 23-11-8 1-0-0 2-11-0 0-4-0 9-6-10 10-1-14 Plate Offsets(X,Y)-- 12:0-1-0,0-2-01,15:0-2-0,0-0-81,19:0-5-8,Edgel,111:0-2-0,0-2-01113:0-5-0,0-4-K 114:0-2-8,0-3-41,115:0-4-0,0-1-01,117:0-6-12,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (hoc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.56 Vert(LL) -0.20 12-13 >999 360 MT20 244/190 TCDL 17.0 Lumber DOL 1.00 BC 0.87 Vert(TL) -0.43 12-13 >662 240 M18SHS 244/190 BCLL 0.0 * Rep Stress Incr NO WB 0.89 Horz(TL) 0.02 22 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.07 12-13 >999 240 Weight:308 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-7 oc puffins, BOT CHORD 2x6 SP No.2*Except* except end verticals. 2-17:2x6 SP No.1,3-15:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: WEBS 2x4 SP No.3*Except* 10-0-0 oc bracing:15-17 14-17:2x4 SP No.2 OTHERS 2x6 SP No.2 REACTIONS. (lb/size) 2=3861/0-5-8,22=1872/0-3-8 Max Horz 2=101(LC 25) Max Uplift 22=-91(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-6574/0,3-5=-6129/0,5-6=-7037/0,6-7=-6145/152,7-8=-6145/152,8-9=-3985/161 BOT CHORD 2-17=0/5755,15-17=0/339,3-17=0/2869,14-15=0/1032,13-14=0/6583,12-13=-1[7048, 11-12=-161/3985,10-11.32/552 WEBS 5-14=-1815/242,9-11=-141/3758,5-13=-456/678,6-12=-988/0,7-12=-524/90, 8-12=0/2365,8-11=-1538/94,5-17=-718/0,14-17=0/6201,9-22=-2010/100 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,2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=3.0psf;h=25ft;B=43ft;L=44ft;eave=5ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)Bearing at joint(s)22 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 91 lb uplift at joint 22. 11)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27,28,29,30,31,32 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 12)Graphical purlin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 13)Use USP THD26-2(With 16d nails into Girder&10d nails into Truss)or equivalent at 4-1-8 from the left end to connect truss(es)to ontfrrotTd da tom chord. 0 WARNING-Verify design pereWEB and READ NOTES ON THIS AND INCLUDED EK REFERANCE PAGE Me-7473 rev.10/03/2016 BEFORE USE. it 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.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall iTekibuliding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- is s 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,see-ANSI/1P11 Quality Catena,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely information avdl able from Truss Plate Institute,218 N.Lee Sheet.Suite 312 Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type , Qty Ply T12425234 14480SH T31 HALF HIP GIRDER 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:50 2017 Page 2 ID:jQZ1?AcYbz8eEg7LmjDLvoyRnKd-ThOQrcZGJrJvcknJR 1 npyepgA6U_AGLFcEg4ulyNBW F NOTES- 14)Fill all nail holes where hanger is in contact with lumber. 15)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-114,3-4=-114,3-23=-34,5-23=-114,5-9=-114,17-19=-10,15-16=-10,10-15=-10 Concentrated Loads(Ib) Vert:2=-1 5=-1378 14=-1048(F)25=-173(F) 2)Dead+0.75 Roof Live(balanced)+0.75 Uninhab.Attic Storage+0.75 Attic Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-94,3-4=-94,3-23=-34,5-23=-94,5-9=-94,17-19=-10,15-16=-10,10-15=-10 Concentrated Loads(Ib) Vert:5=-1191 14=-1160(F)25=-150(F) 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-34,3-4=-34,3-5=-34,5-9=-34,17-19=-30,15-16=-30,10-15=30 Concentrated Loads(Ib) Vert:5=-816 14=-667(F)25=-127(F) 4)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=17,2-3=3,3-4=-3,3-5=19,5-24=19,9-24=17,17-19=-6,15-16=-6,10-15=-6 Horz:1-2=-27,2-3=-13,3-4=-7 Concentrated Loads(lb) Vert:5=-92 14=-336(F)25=44(F) 5)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=5,2-3=10,3-4=25,3-5=17,5-24=17,9-24=19,17-19=-6,15-16=-6,10-15=-6 Horz:1-2=-15,2-3=-20,3-4=-35 Concentrated Loads(Ib) Vert:5=-92 14=-336(F)25=44(F) 6)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-38,2-3=-44,3-4=-38,3-5=-35,5-9=-35,17-19=-10,15-16=-10,10-15=-10 Horz:1-2=4,2-3=10,3-4=4 Concentrated Loads(Ib) Vert:5=-720 14=-332(F)25=48(F) 7)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase =1.60 Uniform Loads(plf) Vert:1-2=-19,2-3=-24,3-4=-19,3-5=-35,5-9=-35,17-19=-10,15-16=-10,10-15=-10 Horz:1-2=-15,2-3=-10,3-4=-15 Concentrated Loads(Ib) Vert:5=-678 14=-332(F)25=48(F) 8)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=34,2-3=19,3-4=34,3-5=19,5-9=19,17-19=-6,15-16=-6,10-15=-6 Horz:1-2=-44,2-3=-29,3-4=-44 Concentrated Loads(Ib) Vert:5=-92 14=-336(F)25=44(F) 9)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=23,2-3=9,3-4=23,3-5=9,5-9=9,17-19=-6,15-16=-6,10-15=-6 Horz:1-2=-33,2-3=-19,3-4=-33 Concentrated Loads(Ib) Vert:5=-192 14=-336(F)25=44(F) 10)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-30,2-3=-35,3-4=-30,3-5=-35,5-9=-35,17-19=-10,15-16=-10,10-15=-10 Horz:1-2=-4,2-3=1,3-4=-4 Concentrated Loads(Ib) Vert:5=-678 14=-332(F)25=48(F) 11)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-30,2-3=-35,3-4=-30,3-5=-35,5-9=-35,17-19=-10,15-16=-10,10-15=-10 Horz:1-2=-4,2-3=1,3-4=-4 Concentrated Loads(Ib) Vert:5=-678 14=-332(F)25=48(F) 12)Dead+Uninhabitable Attic Storage:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-3=-34,3-4=-34,3-5=-34,5-9=-34,17-19=-10,15-16=-10,10-15=-10 Concentrated Loads(Ib) Vert:5=-628 14=-930(F)25=-82(F) 13)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-97,2-3=-101,3-4=-97,3-23=-35,5-23=-95,5-9=-95,17-19=-10,15-16=-10,10-15=-10 Horz:1-2=3,2-3=7,3-4=3 opnntinued nn nave 3 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/732015 BEFORE USE. 1 Design valid for use only with MITeke 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 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 Mile k 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 hues systems.seeANSI/IPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available horn Truss Plate Institute,218 N.Lee Street,Suite 312,Alexarxdria,VA 22314. Tampa,FL 33610 Job Truss Truss Type , I Qty Ply • 112425234 14480SH 131 HALF HIP GIRDER 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:50 2017 Page 3 ID:jQZ1?AcYbz8eEg7LmjDLvoyRnKd-ThOQrcZGJrJvcknJR1 npyepgA6U_AGLFcEg4ulyNBW F LOAD CASE(S) Standard Concentrated Loads(lb) Vert:5=-1259 14=-332(F)25=27(F) 14)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-83,2-3=-87,3-4=-83,3-23=-35,5-23=-95,5-9=-95,17-19=-10,15-16=-10,10-15=-10 Horz:1-2=-11,2-3=-7,3-4=-11 Concentrated Loads(Ib) Vert:5=-1228 14=-332(F)25=27(F) 15)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-91,2-3=-95,3-4=-91,3-23=-35,5-23=-95,5-9=-95,17-19=-10,15-16=-10,10-15=-10 Horz:1-2=-3,2-3=1,3-4=-3 Concentrated Loads(Ib) Vert:5=-1228 14=-332(F)25=27(F) 16)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) - Vert:1-2=-91,2-3=-95,3-4=-91,3-23=-35,5-23=-95,5-9=-95,17-19=-10,15-16=-10,10-15=-10 Horz•.1-2=-3,2-3=1,3-4=-3 Concentrated Loads(Ib) Vert:5=-1228 14=-332(F)25=27(F) 17)1st Dead+Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-114,3-4=-114,3-23=-34,5-23=-114,5-9=-114,17-19=-10,15-16=-10,10-15=-10 Concentrated Loads(Ib) Vert:5=-1378 14=-1048(F)25=-173(F) 18)2nd Dead+Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-34,3-4=-34,3-23=-34,5-23=-114,5-9=-114,17-19=-10,15-16=-10,10-15=-10 Concentrated Loads(Ib) Vert:5=-137814=1048(F)25=-173(F) 19)3rd Dead+0.75 Roof Live(unbalanced)+0.75 Uninhab.Attic Storage+0.75 Attic Floor.Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-94,3-4=-94,3-23=-34,5-23=-94,5-9=-94,17-19.10,15-16=-10,10-15=-10 Concentrated Loads(Ib) Vert:5=-1191 14=-1160(F)25=-150(F) 20)4th Dead+0.75 Roof Live(unbalanced)+0.75 Uninhab.Attic Storage+0.75 Attic Floor.Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-34,3-4=-34,3-23=-34,5-23=-94,5-9=-94,17-19=-10,15-16=-10,10-15=-10 Concentrated Loads(Ib) Vert:5=-1191 14=-1160(F)25=-150(F) 21)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=17,2-3=3,3-4=-3,3-5=19,5-24=19,9-24=17,17-19=-6,15-16=-6,10-15=-6 Horz:1-2=-27,2-3=-13,3-4=-7 Concentrated Loads(Ib) Vert:5=-92 14=-566(F)25=-142(F) 22) Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=5,2-3=10,3-4=25,3-5=17,5-24=17,9-24=19,17-19=-6,15-16=-6,10-15=-6 Horz:1-2=-15,2-3=-20,3-4=-35 Concentrated Loads(Ib) Vert:5=-92 14=-566(F)25=-142(F) 23)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-38,2-3=-44,3-4=-38,3-5=-35,5-9=-35,17-19=-10,15-16=-10,10-15=-10 Horz:1-2=4,2-3=10,3-4=4 Concentrated Loads(Ib) Vert:5=-720 14=-562(F)25=-138(F) 24) Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-19,2-3=-24,3-4=-19,3-5=-35,5-9=-35,17-19=-10,15-16=-10,10-15=-10 Horz:1-2=-15,2-3=-10,3-4=-15 Concentrated Loads(Ib) Vert:5=-678 14=-562(F)25=-138(F) 25)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=34,2-3=19,3-4=34,3-5=19,5-9=19,17-19=-6,15-16=-6,10-15=-6 Horz:1-2=-44,2-3=-29,3-4=-44 Concentrated Loads(Ib) Vert:5=-92 14=-566(F)25=-142(F) 26)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=23,2-3=9,3-4=23,3-5=9,5-9=9,17-19=-6,15-16=-6,10-15=-6 Horz:1-2=-33,2-3=-19,3-4=-33 Concentrated Loads(Ib) Vert:5=-192 14=-566(F)25=-142(F) Continued on nacre 4 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Md-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[wilding 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. 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 darnage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see-ANSI/MI Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bed. Safely information available from Truss Plate institute.218 N.Lee Street Suite 312 Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type r iQty Ply T12425234 14480SH T31 HALF HIP GIRDER 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:50 2017 Page 4 ID:jQZ1?AcYbz8eEg7LmjDLvoyRnKd-ThOQrcZGJrJvcknJR1 npyepgA6U_AGLFcEg4ulyNBW F LOAD CASE(S) Standard 27)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-30,2-3=-35,3-4=-30,3-5=-35,5-9=-35,17-19=-10,15-16=-10,10-15=-10 Horz:1-2=-4,2-3=1,3-4=-4 Concentrated Loads(Ib) Vert:5=-678 14=-562(F)25=-138(F) 28)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-30,2-3=-35,3-4=-30,3-5=-35,5-9=-35,17-19=-10,15-16=-10,10-15=-10 Horz:1-2=-4,2-3=1,3-4=-4 Concentrated Loads(Ib) Vert:5=-678 14=-562(F)25=-138(F) 29)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-97,2-3=-101,3-4=-97,3-23=-35,5-23=-95,5-9=-95,17-19.10,15-16=-10,10-15=-10 Horz:1-2=3,2-3=7,3-4=3 Concentrated Loads(Ib) Vert:5=-1259 14=-739(F)25=-163(F) 30)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-83,2-3=-87,3-4=-83,3-23=-35,5-23=-95,5-9=-95,17-19=-10,15-16.10,10-15=-10 Horz:1-2=-11,2-3=-7,3-4.11 Concentrated Loads(Ib) Vert:5=-1228 14=-739(F)25=-163(F) 31)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-91,2-3=-95,3-4=-91,3-23=-35,5-23=-95,5-9=-95,17-19=-10,15-16=-10,10-15=-10 Horz:1-2=-3,2-3=1,3-4=-3 Concentrated Loads(Ib) Vert:5=-1228 14=-739(F)25=-163(F) 32)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-91,2-3=-95,3-4=-91,3-23=-35,5-23=-95,5-9=-95,17-19=-10,15-16=-10,10-15=-10 Horz:1-2=-3,2-3=1,3-4=-3 Concentrated Loads(lb) Vert:5=-1228 14=-739(F)25=-163(F) 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. 1 Design valid for use oily with Mitek®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 verily the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing krlcafed Is to prevent buckling of individual truss web and/or chord members oily. Additional temporary dxdi permanent bracing M Frei( is always required for slablitly and to prevent collapse with possible personal Inlury and property damage. For general guidance reg<xding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPl l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avd ktde from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tanya,FL 33610 Job Truss Truss Type 1 i Qty Ply . TI2425235 14480SH T32 HALF HIP 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:51 2017 Page 1 I D:jQZ1?AcYbz8eEg7LmjDLvoyRnKd-xtyo3yZu49RmEuMV?kl2VsMmhW oHvisPruOdQCyNBW E I -1.4-8 1 1- 0-0 1 2-5- 1 1 3-11-0 4r3-1010-7-12 17-2-12 1 18-5-3 1 23-2-8 23-11-13 14-8 1 -0-0 1-5-1 1-5-15 4-'0 6-4-12 6-7-0 1-2-7 4-9-5 0-9-0 Scale=1:44.5 6.00 ,2 6x12 i 2x4 114 2x4 II 4x6= 1 4x10= 4x5= 7x6= 4x5= 10x14 = 3 ;.123 24 6 5 7 8 9 v, o _� •-• j � iCI 22 0 g1E63 CM Y lo H ` s 1 5x6= :x l , 14 13 12 11 10 2x4 II 2x4 g.5012 2x4 II 7x14 MT2OHS= 4x10= 5x6= 3x4 II 8x14 M18SHS // 0-11-1-� ¢¢5S- 0 44r33--pp10-7-12 Mi 6 8 1 0 1-St 1 1-5 5 5-4-0 6-4-12 17-2-12 1 18--25-- 1 23-11-8 1 0-4-9 0-0-15 Plate Offsets(X,Y)-- (2:0-3-0,Edge),13:0-5-0,0-3-01,15:0-2-0,0-0-8),18:0-2-4,0-2-0),(9:0-5-8,Edge1,111:0-2-0,0-2-81,114:0-2-4,Edgel,115:0-4-4,0-5-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.90 Vert(LL) -0.31 12-13 >923 360 MT20 244/190 TCDL 17.0 Lumber DOL 1.00 BC 1.00 Vert(TL) -0.61 12-13 >470 240 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 0.94 Horz(TL) 0.04 22 rola n/a M18SHS 244/190 BCDL 5.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.12 12-13 >999 240 Weight:147 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1*Except* TOP CHORD Structural wood sheathing directly applied or 1-9-15 oc purlins, 1-4:2x6 SP No.2 except end verticals. BOT CHORD 2x6 SP No.1 *Except* BOT CHORD Rigid ceiling directly applied or 7-6-14 oc bracing. 13-14:2x4 SP No.1,10-13:2x4 SP SS,14-16:2x6 SP No.2 JOINTS 1 Brace at Jt(s):15 WEBS 2x4 SP No.3*Except* I MiTek recommends that Stabilizers and required cross bracing 9-10,9-11,8-12,6-12:2x4 SP No.2,5-14:2x6 SP No.2 be installed during truss erection,in accordance with Stabilizer OTHERS 2)16 SP No.2 Installation guide. REACTIONS. (lb/size) 2=2873/0-5-8,22=1638/0-3-8 Max Horz 2=99(LC 12) Max Uplift 2=-158(LC 12),22=-139(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-4520/787,3-5=-4247/881,5-6=-5244/792,6-7=-4949/734,7-8=-4914/727, 8-9=-3330/488 BOT CHORD 2-15=-869/3996,13-14=-673/4341,12-13=-798/5270,11-12=-488/3330,10-11=-63/431, 14-15=-736/4799 WEBS 5-15=-288/186,5-14=-2491/391,9-11=-468/3194,5-13=-192/1147,6-13=-458/115, 8-12=-263/1745,6-12=-355/71,7-12=-531/109,8-11=-1323/233,3-15=-128/1977, 9-22=-1762/258 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=3.Opsf;h=25ft;B=43ft;L=44ft;eave=5ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-8 to 2-11-14,Interior(1)2-11-14 to 3-11-0,Exterior(2) 2-3-5 to 8-5-6 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)The Fabrication Tolerance at joint 14=12% 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Bearing at joint(s)22 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 158 lb uplift at joint 2 and 139 lb uplift at joint 22. 10)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 11)Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1402 lb down and 10 lb up at Cont41►3e®on is 6rd. The desion/selection of such connection device(s)is the responsibility of others. 1 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MS-7473 rev.10A1312015 BEFORE USE. Mt Design valid for use only with Mitek®connectors.This design Is based only upon parameters shown.and N 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 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 stabilty 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/TPI I Quality Criteria,DSB-89 and BCS1 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 r +Qty Ply T12425235 14480SH T32 HALF HIP 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:51 2017 Page 2 I D:JQZ 1?AcYbz8eEg7LmjDLvoyRnKd-xtyo3yZu49RmEuMV?kl2VsMmh W oHvisPruQdQCyN BW E LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-114,3-4=-114,3-23=-34,5-23=-114,5-9=-114,15-19=-10,10-14=-10,14-15=-10 Concentrated Loads(Ib) Vert:2=-1 5=-1402 2)Dead+0.75 Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-94,3-4=-94,3-23=-34,5-23=-94,5-9=-94,15-19=-10,10-14=-10,14-15=-10 Concentrated Loads(Ib) Vert:5=-1215 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-34,3-4=-34,3-5=-34,5-9=-34,15-19=-30,10-14=-30,14-15=-30 Concentrated Loads(Ib) Vert:5=-840 4)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=58,2-3=33,3-4=126,3-5=30,5-24=30,9-24=23,15-19=-6,10-14=-6,14-15=-6 Horz:1-2=-68,2-3=-43,3-4=-136,3-5=40 Concentrated Loads(Ib) Vert:5=10 5) Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=27,2-3=33,3-4=27,3-5=23,5-9=23,15-19=-6,10-14=-6,14-15=-6 Horz:1-2=-37,2-3=-43,3-4=-37,3-5=33 Concentrated Loads(Ib) Vert:5=10 6)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-25,2-3=-49,3-4=-15,3-5=-46,5-9=-46,15-19=-10,10-14=-10,14-15=-10 Horz:1-2=-9,2-3=15,3-4=-19,3-5=-12 Concentrated Loads(Ib) Vert:5=-791 7)Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-43,2-3=-49,3-4=-43,3-5=-46,5-9=-46,15-19=-10,10-14=-10,14-15=-10 Horz:1-2=9,2-3=15,3-4=9,3-5=-12 Concentrated Loads(Ib) Vert:5=-791 8)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=17,2-3=3,3-4=-3,3-5=19,5-25=19,9-25=17,15-19=-6,10-14=-6, 14-15=-6 Horz:1-2=-27,2-3=-13,3-4=-7,3-5=29 Concentrated Loads(Ib) Vert:5=-116 9)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=5,2-3=10,3-4=25,3-5=17,5-25=17,9-25=19,15-19=-6,10-14=-6,14-15=-6 Horz:1-2=-15,2-3=-20,3-4=-35,3-5=27 Concentrated Loads(Ib) Vert:5=-116 10)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-38,2-3=-44,3-4=-38,3-5=-35,5-9=-35,15-19=-10,10-14=-10,14-15=-10 Horz:1-2=4,2-3=10,3-4=4,3-5=-1 Concentrated Loads(Ib) Vert:5=-744 11)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-19,2-3=-24,3-4=-19,3-5=-35,5-9=-35,15-19=-10,10-14=-10,14-15=-10 Horz:1-2=-15,2-3=-10,3-4=-15,3-5=-1 Concentrated Loads(lb) Vert:5=-702 12)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=34,2-3=19,3-4=34,3-5=19,5-9=19,15-19=-6,10-14=-6,14-15=-6 Horz:1-2=-44,2-3=-29,3-4=-44,3-5=29 Concentrated Loads(Ib) Vert:5=-116 13)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=23,2-3=9,3-4=23,3-5=9,5-9=9,15-19=-6,10-14=-6,14-15=-6 Horz:1-2=33,2-3=-19,3-4=-33,3-5=19 Concentrated Loads(Ib) Vert:5=-216 Continued on oaae 3 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MIT EK REFERANCE PAGE MII-7473 rev.10/032015 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.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 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 ckxnage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1'PI I Quality Criteria,1351149 and BCSI Building Component 6904 Parke East Blvd. Scdely Information avdlable from Truss Plate institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type , a Qty Ply T12425235 14480SH T32 HALF HIP 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:51 2017 Page 3 I D:jQZ 1?AcYbz8eEg7Lmj DLvoyRnKd-xtyo3yZu49RmEuMV?k12VsMmhW oHvisPruQdQCyNBW E LOAD CASE(S) Standard 14)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-30,2-3=-35,3-4=-30,3-5=-35,5-9=-35,15-19=-10,10-14=-10,14-15=-10 Horz:1-2=-4,2-3=1,3-4=-4,3-5=-1 Concentrated Loads(Ib) Vert:5=-702 15)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-30,2-3=-35,3-4=-30,3-5=-35,5-9=-35,15-19=-10,10-14=-10,14-15=-10 Horz:1-2=-4,2-3=1,3-4=-4,3-5=-1 Concentrated Loads(Ib) Vert:5=-702 16)Dead:Lumber Increase=0.90,Plate Increase=0.90 PIt.metal=0.90 Uniform Loads(plf) Vert:1-3=-34,3-4=-34,3-5=-34,5-9=-34,15-19=-10,10-14=-10,14-15=-10 Concentrated Loads(Ib) Vert:5=-652 17)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-97,2-3=-101,3-4=-97,3-23=-35,5-23=-95,5-9=-95,15-19=-10,10-14=-10,14-15=-10 Horz:1-2=3,2-3=7,3-4=3,3-5=-1 Concentrated Loads(Ib) Vert:5=-1283 18)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-83,2-3=-87,3-4=-83,3-23=-35,5-23=-95,5-9=-95,15-19=-10,10-14=-10,14-15=-10 Horz:1-2=-11,2-3=-7,3-4=-11,3-5=-1 Concentrated Loads(Ib) Vert:5=-1252 19)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-91,2-3=-95,3-4=-91,3-23=-35,5-23=-95,5-9=-95,15-19=-10,10-14=-10,14-15=-10 Horz:1-2=-3,2-3=1,3-4=-3,3-5=-1 Concentrated Loads(Ib) Vert:5=-1252 20)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-91,2-3=-95,3-4=-91,3-23=-35,5-23=-95,5-9=-95,15-19=-10,10-14=-10,14-15=-10 Horz:1-2=-3,2-3=1,3-4=-3,3-5=-1 Concentrated Loads(Ib) Vert:5=-1252 � 1 A 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 MiTek®connectors.this design is 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 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 Milek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guki nce regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSI/IP11 Quality Criteria,DSB-89 and BCSI Building 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 r r Oty Ply • T12425236 !14480SH T33 HALF HIP 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:52 2017 Page 1 ID:jQZ1?AcYbz8eEg7Lmj DLvoyRnKd-P4W BGIaW rSZdr2xiZSgH 13uv6wBse84Y4YABzeyNBW D -1-4-8 I 1-0-0 I 23.1 1 3-11-01 4r3-0 10-7-12 I 17.2-12 116-5-3 I 23-2-8 R.3-11-f3 1-4 -8 1-0-0 1-5-1 1-5-15 04b 6.4.12 6-7-0 1-2-7 4-9-5 0-9-0' Scale=1:44.5 6.00 12 7x10 2x4 114 2x4 I I 4x6_ 4x10= 45 5= 7x6= 4x5= 10x14 = 3 : 23 24 6 25 7 8 9 . Li_� •, :i `,7,' ,1.1..010- CI EI o ' i -� , a8� 22 a T2 14 13 12 11 10 2x4 I', 2x4 I I 8x12 MT2OHS= 4x10= 5x6= 3x4 I I 8x12 MT2OHS--:---- 8x10 2x4 I Qp-66.-0-�-11-1 44��3.p 18-53 U-1 i 0 0 1.51 11:1511-05 OLb 10-7-12 17-2-1267-0 11 1-2-7 I 23-11-8 0-4-9 0-0-15 Plate Offsets(X,Y)— [2:0-4-1,0-2-0],[3:0-3-0,0-3-8],[5:0-2-0,0-0-8],[8:0-2-4,0-2-0],[9:0-5-8,Edge],[11:0-2-0,0-2-8],[12:0-3-0,0-2-0],[13:0-5-4,0-3-0],[14:0-1-5,0-4-8], [14:0-4-4,Edge],[15:0-5-12,0-4-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) l/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.98 Vert(LL) -0.33 12-13 >872 360 MT20 244/190 TCDL 17.0 Lumber DOL 1.00 BC 0.78 Vert(TL) -0.64 12-13 >449 240 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 0.94 Horz(TL) 0.03 22 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.13 12-13 >999 240 Weight:150 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-4:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-0-8 oc bracing. BOT CHORD 2x6 SP SS`Except* JOINTS 1 Brace at Jt(s):15 13-14:2x6 SP No.1,10-13:2x4 SP SS,14-16:2x6 SP No.2 I MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3`Except" be installed during truss erection,in accordance with Stabilizer 9-10,9-11,8-12,6-12,3-15:2x4 SP No.2,5-14:2x6 SP No.2 Installation guide. OTHERS 2x6 SP No.2 REACTIONS. (lb/size) 2=3183/0-5-8,22=1702/0-3-8 Max Horz 2=99(LC 12) Max Uplift 2=-213(LC 12),22=-150(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-5083/948,3-5=-4785/1035,5-6=-5660/915,6-7=-5242/818,7-8=-5207/811, 8-9=-3480/531 BOT CHORD 2-15=-1014/4502,13-14=-872/5097,12-13=-920/5682,11-12=-531/3480,10-11=-67/446, 14-15=-937/5533 WEBS 5-14=-2600/446,9-11=-511/3343,5-13=-158/687,6-13=-362/105,8-12=-308/1903, 6-12=-485/112,7-12=-531/109,8-11=-1389/251,3-15=-206/2294,9-22=-1831/278 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=3.0psf;h=25ft;B=43ft;L=44ft;eave=5ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-8 to 2-11-14,Interior(1)2-11-14 to 3-11-0,Exterior(2) 2-3-5 to 8-5-6 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Bearing at joint(s)22 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 213 lb uplift at joint 2 and 150 lb uplift at joint 22. 9)Graphical purlin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1776 lb down and 119 lb up at 4-3-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard Continued on nacre 2 f 0 WARNWG-Verify 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 MITek®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 this design Into the overall MI building 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 IXASIDIS personal Injury and property CSC xIOW. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and hugs systems,seeANSI/IPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avalable from Truss Plate knsiltute-218 N.Lee Sheet.Suite 312 Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type r QH Ply TI2425236 14480SH 133 HALF HIP 1 1 Job Reference(optlonal) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:52 2017 Page 2 ID:jQZ 1?AcYbzseEg7LmjDLvoyRnKd-P4W BGIaW rSZdr2xiZSgH 13uv6wBse84Y4YABzeyNBW D LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-114,3-4=-114,3-23=-34,5-23=-114,5-9=-114,15-19=-10,10-14=-10,14-15=-10 Concentrated Loads(Ib) Vert:2=-1 5=-1776 wit Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 414-7473 rev.10W32075 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.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. Addlito nal temporary and permanent bracing MiTek Is always required for stabriitty and to prevent collapse with possble personal Ineuy and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSl/IPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Tri Plate Institute.218 N.Lee Street,Suite 312,AlexandAa VA 22314. Tampa,FL 33610 'Job Truss Truss Type a 4Qty Ply i TI2425237 14480SH T34 HALF HIP GIRDER 1 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:54 2017 Page 1 ID:jQZ1?AcYbz8eEg7LmjDLvoyRnKd-LSexhzcmN4pK5M54gts17U_FIjp165PrXsfll XyNBW B -1-4-8 1-0-0 3-11-0 4 3 0 23-11-8 11-4-8 11-0-0 I 2-11-0 0-4-0 19-8-8 Scale=1:44.4 5x10 MT2OHS i 2x4 I4 2x4 I I 4x6= 6.00 FIT 4x10= 4x5= 6x6= 4x5= 8x12= 3 At 23 24 6 25 7 8 26 27 28 9 sem- __ .... Y e 2 —Is ME n 22 ; 1 17-i 13 Mil d m N 16 15 14 13 12 11 10 5x12=2x4 I I 4x6 = 6x6= 4x10= 5x6= 3x4 I I I 1-0-0 1 3-11-0 4310 23-11-8 l 1-0-0 2-11-0 0-4-0 19-8-8 Plate Offsets(X,Y)-- 12:0-4-11,0-1-8),15:0-2-0,0-0-81,19:0-3-8,0-4-01,111:0-2-8,0-2-81,114:0-2-8,0-2-01,117:0-7-8,0-3-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TC 0.97 Vert(LL) -0.20 12-13 >999 360 MT20 244/190 TCDL 17.0 Lumber DOL 1.00 BC 0.99 Vert(TL) -0.41 12-13 >694 240 MT2OHS 187/143 BOLL 0.0 * Rep Stress Incr NO WB 0.76 Horz(TL) 0.06 22 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.09 12-13 >999 240 Weight:288 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 4-3-8 oc puffin, 7-9:2x6 SP No.1 except end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 2-17:2x6 SP No.2 10-0-0 oc bracing:15-17 WEBS 2x4 SP No.3*Except* 9-10,14-17,9-11,8-12:2x4 SP No.2 OTHERS 2x6 SP No.2 REACTIONS. (lb/size) 2=2708/0-5-8,22=3352/0-3-8 Max Horz 2=99(LC 12) Max Uplift 2=-88(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-4635/654,3-5=-4392/934,5-6=-5952/730,6-7=-6378/707,7-8=-6405/713, 8-9=-5955/515 BOT CHORD 2-17=-741/4032,3-17=-44/1978,14-15=-88/473,13-14=-566/4292,12-13=-735/6002, 11-12=-515/5955,10-11=-21/1026 WEBS 5-14=-2143/295,14-17=-547/4369,5-17=-400/112,9-11=-540/5395,5-13=-247/1894, 6-13=-784/138,6-12=-54/467,7-12=-296/104,8-12=-215/485,8-11=-2221/254, 9-22=-3700/113 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:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=3.0psf;h=25ft;B=43ft;L=44ft;eave=5ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-8 to 2-11-14,Interior(1)2-11-14 to 3-11-0,Exterior(2) 2-0-3 to 8-2-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)Bearing at joint(s)22 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 88 lb uplift at joint 2. derltGrairtties arlf4ir2 representation does not depict the size or the orientation of the Durlin along the too and/or bottom chord. A WARNING-Verify design parameters and READ NOTES ON THIS AND MVCLUDED MIT EK REFERANCE PAGE MO-7473 rev.10/9311015 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 hiss system.Before use,the building designer must verify the applicability 01 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 M'Tek. 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 end bracing of trusses and truss systems,seeANSI/TPI1 Quilty Criteria,DSII-89 and BCSI Building Component 6904 Parke East Blvd. Safely information avdlabie from Truss Plate institute.218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,PL 33610 Job Truss Truss Type , ;Oty Ply T12425237 14480SH T34 HALF HIP GIRDER 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:54 2017 Page 2 I D:jQZ 1?AcYbz8eEg7LmjDLvoyRnKd-LSexhzcmN4pK5M54gts17U_Fljp 165PrXsfl 1 XyN BW B NOTES- 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1446 lb down and 311 lb up at 20-0-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-114,3-4=-114,3-23=-34,5-23=-114,5-26=-114,26-28=-234,9-28=302,17-19=-10,15-16=-10,10-15=-10 Concentrated Loads(Ib) Vert:2=-1 5=-863 27=-1446 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 MiTek®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 property Incorporate this design Into the overall buiding 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 stabitty 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,seeANS1/IPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute,218 N.Lee Street.Trite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type r i Qty Ply T12425238 14480SH T35 HALF HIP GIRDER 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industnes,Inc. Thu Nov 2 15:49:55 2017 Page 1 ID:jQZ1?AcYbz8eEg7LmjDLvoyRnKd-pfCJuJcO8NxBiW gGEaN_fiWVS7CIrW8_mWOrZZyNBW A -1-4-8 11-0-0I 3-11-0 4310 9-0-5 13-9-10 18-6-15 I 23-11-8 1-4-8 1-0-0 2-11-0 0-4-0 4-9-5 4-9-5 4-9-5 5-4-9 Scale=1:46.0 6.00 12 2x4 2x4 II 4x6= 5x8 4 4x12= 4x5= 8x10= 4x6= 10x16 M18SHS= 3` ': 23 6 24 25 7 8 26 9 2 . 01.1...1(;.,... 1' I a - wi o ffia 0 22 111 /-. 17���� `i 1� N nn nn �nn no n nn nn nn 5x6- 15 14 13 12 11 10 16 27 28 29 30 31 32 33 34 35 36 10x16 M18SHS= 3x8 II JUS24 5x6 JUS24 8x12 MT2OHS= JUS24 4x12=JUS24 JUS24 4x10= JUS24 3x8 II JUS24 JUS24 JUS24 JUS24 JUS24 11-0-0 I 3-11-0 413]0 9-0-5 I 13-9-10 I 18-6-15 I 23-11-8 1-0-0 2-11-0 0-4-0 4-9-5 4-9-5 4-9-5 5-4-9 Plate Offsets(X,Y)-- [2:0-0-13,0-0-15],[3:0-3-12,0-2-8],[5:0-3-0,0-2-0],[7:0-5-0,0-4-8],[8:0-2-4,0-2-0],[9:0-5-8,0-5-0],[10:0-4-0,0-0-8],[11:0-2-4,0-2-0],[12:0-3-12,0-2-0], [13:0-6-0,0-4-81,114:0-2-0,0-2-81,115:0-4-0,0-2-61,[17:0-11-4,Edge] LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (lac) Udefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.69 Vert(LL) -0.22 12-13 >999 360 MT20 244/190 TCDL 17.0 Lumber DOL 1.00 BC 0.80 Vert(TL) -0.67 12-13 >429 240 MT2OHS 187/143 BCLL 0.0 * Rep Stress!nor NO WB 0.86 Horz(TL) 0.01 2 n/a n/a M18SHS 244/190 BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.14 12-13 >999 240 Weight:347 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.1*Except* TOP CHORD Structural wood sheathing directly applied or 3-6-10 oc purlins, 1-4:2x4 SP No.2 except end verticals. BOT CHORD 2x6 SP SS*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 3-15:2x8 SP SS,13-16:2x6 SP No.1 10-0-0 oc bracing:15-17 WEBS 2x4 SP No.3`Except* 4-5:2x4 SP SS,9-10:2x6 SP No.2,9-11,14-17:2x4 SP No.1 5-13,8-12,6-12:2x4 SP No.2 OTHERS 2x6 SP No.2 REACTIONS. (lb/size) 2=4295/0-5-8,22=4468/0-3-8 Max Horz 2=53(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-6841/0,3-5=-5344/0,5-6=-13546/0,6-7=-14211/0,7-8=-14259/0,8-9=-9817/0, 10-18=-84/668,9-18=-84/668 BOT CHORD 2-17=0/5978,15-17-0/323,3-17=0/3035,14-15=0/2442,13-14=0/8379,12-13=0/13692, 11-12-0/9817,10-11=0/1548 WEBS 5-14=-1980/0,9-11=0/9018,5-13=0/5657,8-11=-2922/0,6-13=-1552/0,8-12=0/4831, 6-12=0/564,7-12=-1340/0,5-17=-3254/0,14-17=0/6433,9-22=-4904/0 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x8-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=3.0psf;h=25ft;B=43ft;L=44ft;eave=5ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Bearing at joint(s)22 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27,28 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10)Graphical purlin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. Continued on Daae? 0 WARNING-Verify design parameters and READ NOTES ON THIS AND NICLUDED MIWEK REFERANCE PAGE Mt-7473 re.160312015 BEFORE USE. MI Design valid for use only with MITeke 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 this design into the overall buidkng 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 posstrle personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of tresses and tress systems,see.ANSI/TPI l Quality Criteria,03649 and SCSI Building Component 6904 Parke East Bbd. Safely information available from Truss Plate institute,218 N.Lee Street.Suite 312,Adexandrta,VA 22314. Tampa.FL 33610 Job Truss Truss Type , ,Qty Ply T12425238 '14480SH T35 HALF HIP GIRDER t 2 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:56 2017 Page 2 ID:jQZ1?AcYbz8eEg7LmjDLvoyRnKd-Hrlh6fdOvh42KgFToHuDCv3gcXYXazO8_A806PyNBW9 NOTES- 11)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-1-8 oc max.starting at 3-0-12 from the left end to 23-3-4 to connect truss(es) to back face of bottom chord. 12)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-57,3-4=-57,3-23=-17,5-23=-279,5-26=-279,9-26-57,17-19=-5,15-16=-5,10-15=-5 Concentrated Loads(ib) Vert:10=-331(B)2=-1 27=-359(B)28=-322(B)29=-322(B)30=-322(B)31=-322(B)32=-322(B)33=-322(B)34=-322(B)35=-322(B)36=-322(B) 2)Dead+0.75 Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-47,3-4=-47,3-23=-17,5-23=-253,5-26=-253,9-26=-47,17-19=-5,15-16=-5,10-15=-5 Concentrated Loads(Ib) Vert:10=-291(B)27=-317(8)28=-283(B)29=-283(B)30=-283(B)31=-283(B)32=-283(B)33=-283(B)34=-283(B)35=-283(B)36=-283(B) 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-17,3-4=-17,3-23=-17,5-23=-190,5-26=-190,9-26=-17,17-19=-15,15-16=-15,10-15=-15 Concentrated Loads(Ib) Vert:10=-253(B)27=-289(B)28=-244(B)29=-244(B)30=-244(B)31=-244(B)32=-244(B)33=-244(B)34=-244(B)35=-244(B)36=-244(B) 4)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=9,2-3=1,3-4=-1,3-23=10,5-23=-100,5-25=-100,25-26=-101,9-26=9,17-19=-3,15-16=-3,10-15=-3 Horz:1-2=-14,2-3=-6,3-4=-4,3-5=-15 Concentrated Loads(Ib) Vert:10=73(B)27=53(B)28=70(B)29=70(B)30=70(B)31=70(B)32=70(B)33=70(B)34=70(B)35=70(B)36=70(B) 5)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=2,2-3=5,3-4=12,3-23=9,5-23=-101,5-24=-101,24-26=-100,9-26=10,17-19=-3,15-16=-3,10-15=-3 Horz:1-2=-7,2-3=-10,3-4=-17,3-5=-14 Concentrated Loads(Ib) Vert:10=73(B)27=53(B)28=70(B)29=70(B)30=70(B)31=70(B)32=70(B)33=70(6)34=70(8)35=70(B)36=70(B) 6)Dead+0.6 MINERS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-19,2-3=-22,3-4=-19,3-23=-17,5-23=-182,5-26=-182,9-26=-17,17-19=5,15-16=-5,10-15=-5 Horz:1-2=2,2-3=5,3-4=2,3-5=0 Concentrated Loads(Ib) Vert:10=74(B)27=55(B)28=72(B)29=72(B)30=72(B)31=72(B)32=72(B)33=72(B)34=72(B)35=72(B)36=72(B) 7)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-2=-10,2-3=-12,3-4=-10,3-23=-17,5-23=-178,5-26=-178,9-26=-17,17-19=-5,15-16=-5,10-15=-5 Horz:1-2=-7,2-3=-5,3-4=-7,3-5=0 Concentrated Loads(Ib) Vert:10=74(8)27=55(B)28=72(B)29=72(B)30=72(B)31=72(B)32=72(B)33=72(8)34=72(B)35=72(B)36=72(B) 8)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-2=17,2-3=10,3-4=17,3-23=10,5-23=-99,5-26=-99,9-26=10,17-19=-3,15-16=-3,10-15=-3 Horz:1-2=-22,2-3=-15,3-4=-22,3-5=-15 Concentrated Loads(Ib) Vert:10=73(B)27=53(B)28=70(B)29=70(B)30=70(B)31=70(B)32=70(B)33=70(B)34=70(B)35=70(B)36=70(B) 9)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=12,2-3=4,3-4=12,3-23=4,5-23=-114,5-26=-114,9-26=4,17-19=-3,15-16=-3,10-15=-3 Horz:1-2=-17,2-3=-9,3-4=-17,3-5=-9 Concentrated Loads(Ib) Vert:10=73(B)27=53(B)28=70(B)29=70(B)30=70(B)31=70(B)32=70(B)33=70(B)34=70(8)35=70(6)36=70(8) 10)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-15,2-3=-17,3-4=-15,3-23=-17,5-23=-178,5-26=-178,9-26=-17,17-19=-5,15-16=-5,10-15=-5 Horz:1-2=-2,2-3=0,3-4=-2,3-5=0 Concentrated Loads(Ib) Vert:10=74(B)27=55(B)28=72(B)29=72(B)30=72(B)31=72(B)32=72(B)33=72(B)34=72(B)35=72(B)36=72(B) 11) Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-15,2-3=-17,3-4=-15,3-23=-17,5-23=-178,5-26=-178,9-26=-17,17-19=-5,15-16=5,10-15=-5 Horz:1-2=-2,2-3=0,3-4=-2,3-5=0 Concentrated Loads(Ib) Vert:10=74(B)27=55(B)28=72(B)29=72(B)30=72(B)31=72(B)32=72(B)33=72(B)34=72(B)35=72(B)36=72(B) 12)Dead:Lumber Increase=0.90,Plate Increase=0.90 Pit.metal=0.90 Uniform Loads(plf) Vert:1-3=-17,3-4=-17,3-23=-17,5-23=-173,5-26=-173,9-26=-17,17-19=-5,15-16=-5,10-15=-5 Concentrated Loads(Ib) Vert:10=-171(B)27=-189(B)28=-166(B)29=-166(B)30=-166(B)31=-166(B)32=-166(B)33=-166(B)34=-166(B) 35=-166(B)36=-166(B) 13)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 ontinued nn nam 3 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIl-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Milek®connectors.This design is based only upon parameters shown,and is for an individual[wilding 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. 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 darrloge. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Ins111ute,218 N.Lee Street.Suite 312,Alexandria VA 22314. Taupe,FL 33610 Job Truss Truss Type ,�Qty Ply 712425238 14480SH T35 HALF HIP GIRDER 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:56 2017 Page 3 ID:jQZ1?AcYbz8eEg7LmjDLvoyRnKd-Hrlh6fd0vh42KgFToHuDCv3gcXYXaz08_A806PyNBW9 LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-2=-49,2-3=-51,3-4=-49,3-23=-17,5-23=-259,5-26=-259,9-26=-47,17-19=-5,15-16=5,10-15=-5 Horz:1-2=2,2-3=4,3-4=2,3-5=0 Concentrated Loads(Ib) Vert:10=35(B)27=18(B)28=34(B)29=34(B)30=34(B)31=34(B)32=34(B)33=34(B)34=34(B)35=34(B)36=34(B) 14)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-41,2-3=-43,3-4=-41,3-23=-17,5-23=-256,5-26=-256,9-26=-47,17-19=-5,15-16=-5,10-15=-5 Horz:1-2=-6,2-3=-4,3-4=-6,3-5=0 Concentrated Loads(Ib) Vert:10=35(B)27=18(B)28=34(B)29=34(B)30=34(B)31=34(B)32=34(B)33=34(B)34=34(B)35=34(B)36=34(B) 15)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-45,2-3=-47,3-4=-45,3-23=-17,5-23=-256,5-26=-256,9-26=-47,17-19=-5,15-16=-5,10-15=-5 Horz:1-2=-2,2-3=0,3-4=-2,3-5=0 Concentrated Loads(Ib) Vert:10=35(B)27=18(B)28=34(B)29=34(B)30=34(B)31=34(B)32=34(B)33=34(B)34=34(B)35=34(B)36=34(B) 16)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-45,2-3=47,34=-45,3-23=-17,5-23=-256,5-26=-256,9-26=-47,17-19=-5,15-16=-5,10-15=-5 Horz:1-2=-2,2-3=0,3-4=-2,3-5=0 Concentrated Loads(Ib) Vert:10=35(B)27=18(B)28=34(B)29=34(B)30=34(B)31=34(B)32=34(B)33=34(B)34=34(B)35=34(B)36=34(B) 17)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=9,2-3=1,34=-1,3-23=10,5-23=-100,5-25=-100,25-26=-101,9-26=9,17-19=-3,15-16=-3,10-15=-3 Horz:1-2=-14,2-3=-6,3-4=-4,3-5=-15 Concentrated Loads(Ib) Vert:10=-223(B)27=-246(B)28=-219(B)29=-219(B)30=-219(B)31=-219(B)32=-219(B)33=-219(B)34=-219(B)35=-219(B)36=-219(B) 18) Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=2,2-3=5,34=12,3-23=9,5-23=-101,5-24=-101,24-26=-100,9-26=10,17-19=-3,15-16=-3,10-15=-3 Horz:1-2=-7,2-3=-10,3-4=-17,3-5=-14 Concentrated Loads(Ib) Vert:10=-223(B)27=-246(B)28=-219(B)29=-219(B)30=-219(B)31=-219(B)32=-219(8)33=-219(B)34=-219(B)35=-219(B)36=-219(B) 19)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-19,2-3=-22,3-4=-19,3-23=-17,5-23=-182,5-26=-182,9-26=-17,17-19=-5,15-16=-5,10-15=-5 Horz:1-2=2,2-3=5,3-4=2,3-5=0 Concentrated Loads(Ib) Vert:10=-222(B)27=-244(B)28=-217(B)29=-217(B)30=-217(B)31=-217(B)32=-217(B)33=-217(B)34=-217(B)35=-217(B)36=-217(B) 20) Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-10,2-3=-12,3-4=-10,3-23=-17,5-23=-178,5-26=-178,9-26=-17,17-19=-5,15-16=-5,10-15=-5 Horz:1-2=-7,2-3=-5,3-4=-7,3-5=0 Concentrated Loads(Ib) Vert:10=-222(B)27=-244(B)28=-217(B)29=-217(8)30=-217(8)31=-217(B)32=-217(B)33=-217(B)34=-217(B)35=-217(8)36=-217(B) 21) Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=17,2-3=10,3-4=17,3-23=10,5-23=-99,5-26=-99,9-26=10,17-19=-3,15-16=-3,10-15=-3 Horz:1-2=-22,2-3=-15,3-4=-22,3-5=-15 Concentrated Loads(Ib) Vert:10=-223(B)27=-246(B)28=-219(B)29=-219(B)30=-219(B)31=-219(B)32=-219(B)33=-219(8)34=-219(B) 35=-219(B)36=-219(B) 22) Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=12,2-3=4,3-4=12,3-23=4,5-23=-114,5-26=-114,9-26=4,17-19=-3,15-16=-3,10-15=-3 Horz:1-2=-17,2-3=-9,3-4=-17,3-5=-9 Concentrated Loads(Ib) Vert:10=-223(8)27=-246(B)28=-219(B)29=-219(B)30=-219(B)31=-219(B)32=-219(B)33=-219(B)34=-219(B) 35=-219(B)36=-219(B) 23) Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-15,2-3=-17,3-4=-15,3-23=-17,5-23=-178,5-26=-178,9-26=-17,17-19=-5,15-16=-5,10-15=-5 Horz:1-2=-2,2-3=0,3-4=2,3-5=0 Concentrated Loads(Ib) Vert:10=-222(B)27=-244(B)28=-217(B)29=-217(8)30=-217(B)31=-217(B)32=-217(B)33=-217(B)34-217(B) 35=-217(B)36=-217(B) 24) Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-15,2-3=-17,34=-15,3-23=-17,5-23=-178,5-26=-178,9-26=-17,17-19=-5,15-16=-5,10-15=-5 Horz:1-2=-2,2-3=0,3-4=-2,3-5=0 Concentrated Loads(Ib) Vert:10=-222(B)27=-244(B)28=-217(B)29=-217(B)30=-217(B)31=-217(B)32=-217(B)33=-217(B)34=-217(B) 35=-217(B)36=-217(B) Continued on Daae 4 A 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 MiTek®connectors.This design Is based only upon parameters 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. Bracing indicated Is to prevent buckling of irxlivkival 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 fabrIcatkon,storage,delivery,erection and bracing of trusses and truss systems,seeANS1/lPil Quality Criteria,DSB-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 Qty Ply �f 712425238 14480SH T35 HALF HIP GIRDER 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:56 2017 Page 4 ID:jQZ 1?AcYbz8eEg7LmjDLvoyRnKd-Hrlh6fdOvh42KgFToHuDCv3gcXYXazO8_A8O6PyNBW 9 LOAD CASE(S) Standard 25)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Veil:1-2=-49,2-3=-51,3-4=-49,3-23=-17,5-23=-259,5-26=-259,9-26=47,17-19=-5,15-16=-5,10-15=-5 Horz:1-2=2,2-3=4,3-4=2,3-5=0 Concentrated Loads(Ib) Vert:10=-300(B)27=-320(B)28=-292(B)29=-292(B)30=-292(B)31=-292(B)32=-292(B)33=-292(B)34=-292(B)35=-292(B)36=-292(8) 26)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Veil:1-2=41,2-3=-43,3-4=-41,3-23=-17,5-23=-256,5-26=-256,9-26=-47,17-19=-5,15-16=-5,10-15=-5 Horz:1-2=-6,2-3=4,3-4=-6,3-5=0 Concentrated Loads(Ib) Vert:10=-300(B)27=-320(B)28=-292(B)29=-292(B)30=-292(B)31=-292(B)32=-292(B)33=-292(B)34=-292(B)35=-292(B)36=-292(B) 27)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-2=45,2-3=47,3-4=45,3-23=-17,5-23=-256,5-26=-256,9-26=47,17-19=-5,15-16=-5,10-15=-5 Horz:1-2=-2,2-3=0,3-4=-2,3-5=0 Concentrated Loads(lb) Vert:10=-300(B)27=-320(B)28=-292(B)29=-292(B)30=-292(B)31=-292(B)32=-292(B)33=-292(B)34=-292(B)35=-292(B)36=-292(B) 28)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=45,2-3=47,3-4=-45,3-23=-17,5-23=-256,5-26=-256,9-26=-47,17-19=-5,15-16=-5,10-15=-5 Horz:1-2=-2,2-3=0,3-4=-2,3-5=0 Concentrated Loads(Ib) Vert:10=-300(B)27=-320(B)28=-292(B)29=-292(B)30=-292(B)31=292(B)32=-292(B)33=-292(B)34=-292(B)35=-292(B)36=-292(B) 1 d Al WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10)03/2015 BEFORE USE. 1411111 Design valid for use only with Milekth connectors.This design is based only upon parameters shown,and Is for an Wt dMdual(wilding component,not 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 individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stat,iItly and to prevent collapse with posstbte personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/19I1 Quality CrSaria,DSB-59 and SCSI Buli&g Component 6904 Parke East Blvd. Safely Information available from Tess Plate Institute.218 N.Lee Street,Saite 312 Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type , ,I Qty Ply 112425239 14480SH T36 HALF HIP GIRDER 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:57 2017 Page 1 I D:jQZ 1?AcYbz8eEg7Lmj DLvoyRnKd-m 1 J4J?efg?CvyppfL?PSk7cs2x?8J W QHDgtyeryNBW 8 -1-4-8 1-0-0 3-0-08-4-0 1-4-8 1-0-0 2-0-0 5-4-0 Scale=1:21.0 Special 4x5= 2x4 H NAILED NAILED 4 18 19 5 6 6.00 12 2x4 II "18 3 1 2 4x5= o_ 14 n 13 1 12 _\ 2x4= 20 21 8= o _ - ^ o 3x4= I n _ [A�tl 11 10 9Special NAILED NAILED 2x4 II 3x4= 2x4 I 1-0-0 I 3-0-0 8-4-0 1-0-0 2-0-0 5-4-0 Plate Offsets(X,Y)-- [4:0-2-8,0-1-12],[12:0-3-0,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 ! Vert(LL) -0.04 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.33 Vert(TL) -0.10 8-9 >991 180 BCLL 0.0 * Rep Stress Incr NO WB 0.49 Horz(TL) -0.00 8 n/a n/a l o BCDL 10.0 I Code FBC2014/TPI2007 i Matrix-MP I 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 puffins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 3-10:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: WEBS 2x4 SP No.3 10-0-0 oc bracing:10-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. 1 REACTIONS. (lb/size) 8=364/Mechanical,2=448/0-5-8 Max Horz 2=75(LC 8) Max Uplift 8=-50(LC 5),2=-87(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-459/33,3-4=-299/19,8-13=-304/77 BOT CHORD 2-12=-47/365 WEBS 4-13=-435/48 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=43ft;L=44ft;eave=sit;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s)for truss to truss connections. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 50 lb uplift at joint 8 and 87 lb uplift at joint 2. 8)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)125 lb down and 101 Ib up at 3-0-0 on top chord,and 49 lb down and 13 lb up at 3-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-60,4-5=-60,5-6=-20,12-15=-20,10-11=-20,7-10=-20 Continued on Daae 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-7473 rev.10/032015 BEFORE USE. t Design valid for use only with MiTek®connectors.this design Is based only upon parameters shown,and Is for an IndlNdual 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. Bracing Indicated is to prevent buckling of trndNidud 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 property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPII Quality Criteria,DSB-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. Tempa.FL 33610 Job Truss Truss Type Qty Ply T12425239 14480SH T36 HALF HIP GIRDER 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:57 2017 Page 2 ID:jOZ1?AcYbz8eEg7LmjDLvoyRnKd-m1 J4J?efg?CvyppfL?PSk7cs21C?8JWQHDgtyeryNBW8 LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:9=-12(F)4=-14(F)18=-9(F)19=-9(F)20=-9(F)21=-9(F) a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/932015 BEFORE USE. Design valid for use only with MITeke 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 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.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/WPI l Quality Criteria,DSB-89 and SCSI Bolding 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 T12425240 14480SH T37 Monopitch 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:57 2017 Page 1 ID:jQZ1?AcYbz8eEg7LmjDLvoyRnKd-m1J4J?efg?Cvyppfl?PSk7crExvXJTiHDgtyeryNBW8 -1-4-8 1-0-0 8-3-8 8-f-0 1-4-8 1-0-0 7-3-8 0-0-8 Scale=1:33.6 2x4 II 6 7 2x4 II 3 5 / 8 6.00 12 1,1 2x4= 4 ■111 2x4= • w ttv 13 • 2x4 II 3 2 '�� 4 12 w w� 3x4= Id 11 10 9 2x4 11 4x5= 1-0-0 8-3-8 8-4-0 1-0-0 7-3-8 0-6-8 Plate Offsets(X,Y)-- 19:0-2-0,0-2-01,112:0-3-0,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.14 9-10 >707 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.35 9-10 >273 180 BCLL 0.0 * Rep Stress Incr YES WB 0.66 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:58 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.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 10-0-0 oc bracing:10-12 JOINTS 1 Brace at Jt(s):13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=327/Mechanical,2=421/0-5-8 Max Horz 2=151(LC 12) Max Uplift 9=-67(LC 12),2=-49(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-565/106 BOT CHORD 2-12=-269/533,9-10=-165/343 WEBS 9-12=-286/134 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=13ft;L=44ft;eave--5ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-8 to 3-1-7,Interior(1)3-1-7 to 8-3-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 67 lb uplift at joint 9 and 49 lb uplift at joint 2. 0 WARNING-VM/y design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Deslgi 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.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 kidlAdual 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/1PI I Quality Criterlo,DSB-09 and SCSI Building 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 i T,Qty Ply T12425241 14480SH T38 Monopitch 8 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:58 2017 Page 1 ID:jQZ1?AcYbz8eEg7LmjDLvoyRnKd-EDtSXLfHRI KmZzOrviwhHK8OLKFZ2_QRSTdVAIyNBW 7 -1-4-8 1-0-0 4-6-0 8-3-8 8-4-0 1-4-8 1 1-0-0 l 3-6-0 3-9-8 0-0-8 Scale=1:33.1 2x4 II 4 5 I , B i 6.00 I12 15 14 it 2x4 II 3 2 y''�.�' C. 1 j-' 810i o 3x4= ,.: _II to 9 8 7 2x4 H 4x5= 1-0-0l 8-3-8 8-4-0 1-0-0 7-3-8 0-0-8 Plate Offsets(X,Y)-- [7:0-2-0,0-2-0),[10:0-3-0,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.14 7-8 >707 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.36 7-8 >271 180 BCLL 0.0 " Rep Stress Ina YES WB 0.44 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:49 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2`Except* except end verticals. 3-8:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: WEBS 2x4 SP No.3 10-0-0 oc bracing:8-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=327/Mechanical,2=422/0-5-8 Max Horz 2=151(LC 12) Max Uplift 7=-67(LC 12),2=-49(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-660/177 BOT CHORD 2-10=-400/658,7-8=-281/473 WEBS 7-10=-478/284 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=43ft;L=44ft;eave=5ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-8 to 2-11-14,Interior(1)2-11-14 to 8-3-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 67 lb uplift at joint 7 and 49 lb uplift at joint 2. t t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/0312015 BEFORE USE. Mt Design valid for use only with MITeke 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 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 andHAW permanent bracing lei• is always required for stability and to prevent collapse with possible personal Vrpxy and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Qualify Criteria.DSB-69 and SCSI Building Component 6904 Parke East Blvd. Safety Information avcilade from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type , ,Qty Ply T12425242 14480SH T39 Monopitch 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:49:59 2017 Page 1 ID:jQZ1?AcYbz8eEg7LmjDLvoyRnKd-iQRgkhgvCcSdB7z2TQSwgYhB_kamnQ4ah7M3ikYNBW6 1 1-0-0 I 8-3-8 8-4.0 1-0-0 7-3-8 0- 8 Scale=1:32.6 2x4 II 3 4 8 4111.1H 2x4 II 2 rt ►tet 9 o 4x5= ' '� _ Ib 8 7 6 2x4 II 4x5= 1-0-0 8-3-8 8-4-0 11-0.0 I 7-3-8 0-0-8 Plate Offsets(X,Y)— I1:0-0-0,0-0-141,16:0-2-0,0-2-0),19:0-3-0,0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.14 6-7 >706 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -0.36 6-7 >269 180 BCLL 0.0 * Rep Stress Incr YES WB 0.48 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 Code FBC2014/fP12007 Matrix-MP Weight:48 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 2-7:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 9-11-9 oc bracing. Except: WEBS 2x4 SP No.3 10-0-0 oc bracing:7-9 WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=331/0-5-8,6=334/Mechanical Max Horz 1=121(LC 12) Max Uplift 6=-71(LC 12) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-715/262 BOT CHORD 1-9=-4601709,6-7=-325/511 WEBS 6-9=-516/328 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=43ft;L=44ft;eave=5ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-4-6,Interior(1)4-4-6 to 8-3-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 71 lb uplift at joint 6. A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. Design valid for use oNy with MITek®connectors.this design Is based oNy 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 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(kxnage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and buss systems,seeANSI/IPI l Quality Criteria,DSB-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 Qty Ply T12425243 14480SH T4 Hip 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:50:00 2017 Page 1 ID:jQZ1?AcYbz8eEg7LmjDLvoyRnKd-Ac?CxlgXzwaUpHYE17z9MIEIx8sRWuGjvn6cFAyNBW5 �1 4 81 7-6-0 i 13-0-0 1 19-8-0 1 26-4-0 i 31-10-0 I 39-4-0 �l0 861 1 4 7-6-0 .0 5-6-0 6-8-0 6-8-0 5-6-0 7-6-0 1-4-8 Scale=1:69.8 6.00 26x8 2x4 I6x8 5 25 626 27 28 7 6x6 6x6 4 6 a 4 N 4x5 /23 30 4x5 10 1 2 iii J r •'-l•9 9• t1 I4 14 31 32 13 33 34 12 - 7x6= 7x10= 7x6= 4x6 I I 4x6 II 10-0-0 19-8-0 29-4-0 39-4-0 10-0-0 I 9-8-0 I 9-8-0 1 10-0-0 Plate Offsets(X,Y)— j2:0-3-9,0-0-11,110:0-3-9,0-0-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.34 13-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(TL) -0.73 13-14 >644 180 BCLL 0.0 * Rep Stress Incr YES WB 0.42 Horz(TL) 0.17 10 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS I Weight:203 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 1-4,8-11:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.2`Except* MiTek recommends that Stabilizers and required cross bracing 12-13,13-14:2x4 SP No.1 I be installed during truss erection,in accordance with Stabilizer WEBS 2x4 SP No.3 i Installation guide. SLIDER Left 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 2=1656/0-5-8,10=1656/0-5-8 Max Horz 2=-140(LC 10) Max Uplift 2=-229(LC 12),10=-229(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-2709/574,4-5=-2533/579,5-6=-2307/564,6-7=-2307/564,7-8=-2533/579, 8-10=-2709/574 BOT CHORD 2-14=-408/2428,13-14=-269/2055,12-13=-279/1988,10-12=-418/2336 WEBS 4-14=-310/204,5-14=-76/540,5-13=-93/581,6-13=-455/194,7-13=93/581, 7-12=-76/541,8-12=-310/204 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=43ft;L=44ft;eave=5ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-8 to 2-11-14,Interior(1)2-11-14 to 13-0-0,Exterior(2) 13-0-0 to 32-6-2,Interior(1)32-6-2 to 40-8-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 229 lb uplift at joint 2 and 229 lb uplift at joint 10. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ml-7473 rev.10/03/2015 BEFORE USE. Dot Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an Individual building coinponent 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 Mile k. 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 l Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate ins itute,218 N.Lee Sheet Suite 312 Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply T12425244 114480SH T40 MONOPITCH 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:50:01 2017 Page 1 I D:jQZ17AcYbz8eEg7LmjDLvoyRnKd-eoZa9Mh9kDiLQR7QarUOvzmYxYLIFPSt8Rr9ndyNBW 4 7-0-0 9-10-0 7-0-0 { 2-10-0 Scale=1:32.5 2x4 I 3 a 2x4\\ 6.00 TIF 2 5 an 4x8= 1 prIali mo 10 4x10=4 4x5= 10-3-8 10-3-8 Plate Offsets(X,Y)-- 11:0-0-0,0-1-2114:0-2-8,0-2-01 15:0-2-15,0-0-71 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (lac) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.49 4-8 >250 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.65 4-8 >190 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.17 Horz(TL) 0.03 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:49 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP SS except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 1=411/Mechanical,4=376/0-3-8 Max Horz 1=140(LC 12) Max Uplift 1=-112(LC 12),4=-161(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-377/130 BOT CHORD 1-4=-243/290 WEBS 2-4=-396/297 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-8-4 zone;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 112 lb uplift at joint 1 and 161 lb uplift at joint 4. 0 WARNING.Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 111111 Design valid for use only with Milekc9 connectors.this design k 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 or 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 Wok' is always required for stability and to prevent collapse with possible personal injury and property dcxnage. For general guidance regadkrg the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria,DSB-$9 and BCSI Building Component 6904 Parke East Blvd. Safely INomrafon available horn Truss Plate institute.218 N.Lee Street.Suite 312,Alexa ckla.VA 22314. Tampa,FL 33610 Job Truss Truss Type iOty Ply 712425245 14480SH T41 ROOF SPECIAL 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:50:01 2017 Page 1 I D:jOZ1?AcYbz8eEg7LmjDLvoyRnKd-eoZa9Mh9kDiLOR7QarUOvzmZDYLOFR 1 t8Rr9ndyNBW 4 5-10-0 5-10-0 Scale=1:22.4 2x4 I 2 • 8 . didag 8.00 12 u1 4 . 4.6= 10100ati.n{10 3x5=3 3x4= 6-3-8 6-3-8 Plate Offsets(X,Y)-- 11:0-0-0,0-0-141 13:0-2-4,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) l/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.18 3-7 >430 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.44 Vert(TL) -0.20 3-7 >386 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:26 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=250/0-7-12,3=217/0-3-8 Max Horz 1=82(LC 12) Max Uplift 1=-68(LC 12),3=-89(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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-8-4 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 68 lb uplift at joint 1 and 89 lb uplift at joint 3. wit A WARNING-Very 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 MITek®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 incorporate this design into the overall Wiring design. Brachg 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 fabdcatkxi 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. Safely Infomralton makable from Truss Plate institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type City Ply 712425248 14480SH T42 ROOF SPECIAL 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:50:02 2017 Page 1 I D:jQZ t?AcYbzeeEg7Lmj DLvoyRnKd-6?7yMi inVXgC2bid8Y?dRAJIsyia_uHON5bjJ3yNB W 3 -1-4-8 5-10-0 1-4-8 5-10-0 Scale=1:22.4 2x4 II 3 P 6.00,12 5 11 4x6 2 ,I .11 1 12 3x4= 3x5 4 3x611 0.4-4' 6-3-8 5-114 Plate Offsets(X,Y)— [2:0-0-11,0-5-121,[2:0-0-0,0-0-101,[4:0-2-4,0-1-81,[5:0-2-14,0-1-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (lac) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.13 4-10 >566 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.38 Vert(TL) -0.14 4-10 >548 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:29 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 4=187/0-3-8,2=367/0-3-8 Max Horz 2=113(LC 12) Max Uplift 4=-76(LC 12),2=-130(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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-5-5 to 1-6-11,Interior(1)1-6-11 to 5-8-4 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.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)Provide mechanical connection(by others)of truss to beating plate capable of withstanding 76 lb uplift at joint 4 and 130 lb uplift at joint 2. A WARNING-Verity 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 Milek®connectors.This design Is Lased only upon parameters 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 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. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Qualify Cdtada,DSB-89 and BCSI Building Component 6904 Parke East Blvd. SdSIy InfomwMon available from Truss Plate Institute,218 N.Lee Sheet.Suite 312 Alexandria VA 22314. Tempe.FL 33610 Job Truss Truss Type Ply A T12425247 14480SH T43 ROOF SPECIAL GIRDER 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:50:03 2017 Page 1 I D:JQZ1?AcYbz8eEg7Lmj DLvoyRnKd-aBgLa2jPFry3gkHpiGW s_OrtPLOtjLXACIKGrVyNBW 2 -1-4-0 5-10-8 1-4-0 5-10-8 Scale=1:21.0 2x4 II 3 6.00 12 e- 5 .. 4x6= ao opal II,AMEIMIIIM1111111111111111. 11MM _Io 1 11 12 13 14 /1 /1Special• ri NAILED NAILED AIL 3x6 II 3x5= 4 Q 1 6-4-0 0-4-12 5-11-4 Plate Offsets(X,Y)- [2:0-2-1.0-0-81,[2:0-1-9,0-7-121,[2:0-0-12.0-1-91,14:0-2-4,0-1-81,15:0-3-0.0-0-51 LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.12 4-10 >630 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(TL) -0.16 4-10 >483 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:29 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 4=150/0-3-8,2=273/0-3-8 Max Horz 2=113(LC 8) Max Uplift 4=-113(LC 8),2=-217(LC 8) Max Gray 4=211(LC 28),2=369(LC 28) 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=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp B;End.,GCpi=0.18;MW FRS(directional);cantilever left exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf 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) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 113 lb uplift at joint 4 and 217 lb uplift at joint 2. 5)"NAILED"indicates 3-10d(0.148'x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)179 lb down and 340 lb up at 2-0-8 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,4-6=-20 Concentrated Loads(Ib) Vert:11=131(B) 1 � 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 MiTek®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 incorporate this design Into the overall buNding design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Ml Tek" 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 Buss systems,see.ANSI/TPI I Quality Criteria,DSB-89 and BCSI Building 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 T12425248 14480SH T45 Common Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:50:04 2017 Page 1 ID:j0Z1?AcYbz8eEg7LmjDLvoyRnKd-2NEjnOj2084wHus?Gz15XbO6e1MOSotJgP4pOxyNBW 1 -1-4-8 4-4-0 8-8-0 10-0-8 1-4-8 4-4-0 4-4-0 1-4-8 Scale=1:21.0 4x4= 3 6,00 I12 4 2 r 8 - - 1 15 16 AI 7 17 18 6 Special NAILED 1x4 I NAILED Special 6 3x4= 3x4= I0-4-41 4-4-0 8-3-12 8-01 0 4 4 3-11-12 3-11-12 4-4 Plate Offsets KY)-- (2:0-0-0,0-0-101,14:Edge,0-0-101 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (lac) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.02 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.48 Vert(TL) 0.03 7-8 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.06 Horz(TL) 0.00 6 r1/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP 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 6-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=298/0-3-8,6=298/0-3-8 Max Horz 8=56(LC 7) Max Uplift 8=-294(LC 8),6=-284(LC 8) Max Gray 8=446(LC 36),6=454(LC 37) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-332/203,3-4=-332/203 BOT CHORD 2-8=-157/271,7-8=-157/272,6-7=-157/272,4-6=-157/272 WEBS 3-7=-284/186 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=43ft;L=44ft;eave=5ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 294 lb uplift at joint 8 and 284 lb uplift at joint 6. 6)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)179 lb down and 340 lb up at 2-0-0,and 179 lb down and 340 lb up at 6-8-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,3-5=-60,9-12=-20 Concentrated Loads(lb) Vert:15=131(F)18=131(F) 1 � Q 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 MiTek®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 this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary c nd permanent bracing M k. is always required for stability and to prevent collapse with possible personal hurry and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of busses and truss systems,seeANSI/1PI1 Quality Criteria,DSB-89 and SCSI Bullring Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexadrla,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T12425249 14480SH T46 Common 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:50:06 2017 Page 1 ID:jQZ1?AcYbz8eEg7LmjDLvoyRnKd-?mMTC411YmKeXC?ONO4ZcOTTGZ58v4XcljZwSgyN BW? -1-4-8 4-4-0 l 8-8-0 10-0-8 1-4-8 4-4-0 4-4-0 1-4-8 Scale=1:21.0 4x4= 3 • 16 6.00 12 15 • 4 2 . 5 ld 7 8, 1x4 I 6 3x4 3x4= 0-4-41 4-4-0 8-3-12 C--B-OI 0-4-4 3-11-12 3-11-12 4-4 Plate Offsets(X,Y)-- [2:0-0-0,0-0-101,[4:Edge,0-0-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.01 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.21 Vert(TL) -0.02 7 >999 180 BCLL 0.0 " Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP 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.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=429/0-3-8,6=429/0-3-8 Max Horz 8=56(LC 11) Max Uplift 8=-174(LC 12),6=163(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-290/285,3-4=-290/285 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=43ft;L=44ft;eave=5ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-8 to 2-11-14,Interior(1)2-11-14 to 4-4-0,Exterior(2)4-4-0 to 8-8-0 zone;cantilever left and right exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 174 lb uplift at joint 8 and 163 lb uplift at joint 6. WARNING-Verify 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 MITek®connectors.this design 8 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 incorporate this design Into the overall briding design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary end permanent bracing M I( is always required for stability and to prevent collapse with possble personal injury and properly damage. For general guidance regarding the fabrication storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PIl Guilty Critdrla,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avalabie from Truss Plate institute.218 N.Lee Street,Suite 312 Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type ,Qty Ply T12425250 14480SH T48 Common Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:50:07 2017 Page 1 I D:jQZ 1?AcYbz8eEg7Lmj DLvoyRnKd-TywrPQmwJ3SU8Maax5bo8E0f6zJdf5hI W NIU_GyNBW_ 4-4-0 8-8-0 1 4-4-0 I 4-4-0 4x5 I I Scale=1:20.1 2 6.00 FIF r, I�I 3 1 /,r=� r ��r` li h � iI ENE 1 15 JUS24 16 EA JUS24 3x5 II JUS24 "3x5= 3x6 11 3x5= 3x8 I I 0 441 4-4-0 I 8-3-12 18-8-01 0-4-4 3-11-12 3-11-12 0-4.4 Plate Offsets(X,Y)-- [1:0-0-0,0-0-141,11:0-0-11,0-5-121,13:0-0-11,0-5-12],13:0-0-0,0-0-141,[4:0-2-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.03 4-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.06 4-9 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.31 Horz(TL) 0.01 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:33 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-10 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3,Right:2x4 SP No.3 1 Installation guide. REACTIONS. (lb/size) 1=914/0-3-8,3=951/0-3-8 Max Horz 1=-42(LC 6) Max Uplift 1=-275(LC 8),3=-284(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1167/347,2-3=-1166/347 BOT CHORD 1-4=-2651995,3-4=-265/995 WEBS 2-4=-245/813 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=43ft;L=44ft;eave=5ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional);porch 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 fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 275 lb uplift at joint 1 and 284 lb uplift at joint 3. 6)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-6-4 from the left end to 6-6-4 to connect truss(es)to back face of bottom chord. 7)Fill all nail holes where hanger is in contact with lumber. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,5-10=-20 Concentrated Loads(Ib) Vert:4.391(B)15=-391(B)16=-391(B) V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/032015 BEFORE USE. -�i Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an Individual building col nponent.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall txilalng design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always regrhed for stability and to prevent collapse with possible personal injury and property damage. For general gridalce regarding the , fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANst/1PI l Quality Criteria,Dill-59 and SCSI Bulking Component 6904 Parke East Blvd. Safety IMornwfon available from Tuns Plate institute.218 N.Lee Street,Suite 312,Alexandrla.VA 22314. Tempe,FL 33610 i Job Truss Truss Type ,Qty Ply I 712425251 14480SH T5 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:50:08 2017 Page 1 ID:jQZ1?AcYbz8eEg7LmjDLvoyRnKd-x9UEdmnY4NaLmW 9mVp61 hRZggMdUOXVvl121 WjyNBVz -1-4-81 7-6-0 15-0-0 1 19-8-0 l 24-4-0 i 31-10-0 I 39-4-0 �I0-681 1-4-8 7-6-0 7-6-0 4-8-0 4-8-0 7-6-0 7-6-0 1.4-8 Scale=1:69.7 6x8 2x4 II 6x8 6.00 12 5 25 26 6 27 28 7 6x61 24 29 6x6 4 8 m 4x5 i 23 / 30 4x5 3 9 10 31 24 ee 11I$ 14 31 32 13 33 34 12 7x6— 7x10= 7x6= 4x6 II 4x6 II 10-0-0 19-8-0 29-4-0 39-4-0 10-0-0 9-8-0 l 9-8-0 l 10-0-0 Plate Offsets(X,Y)-- 12:0-3-9,0-0-11,[10:0-3-9,0-0-1) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loo) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.35 13-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.72 13-14 >652 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.34 Horz(TL) 0.16 10 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:210 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP SS*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 5-7:2x4 SP No.2,1-4,8-11:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 9-6-13 oc bracing. BOT CHORD 2x4 SP No.1 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer SLIDER Left 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-6-0 Installation guide. REACTIONS. (lb/size) 2=1656/0-5-8,10=1656/0-5-8 Max Horz 2=160(LC 11) Max Uplift 2=-229(LC 12),10.229(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-2764/567,4-5=-2588/579,5-6=-2058/516,6-7=-2058/516,7-8=-2588/579, 8-10=-2764/567 BOT CHORD 2-14=-407/2504,13-14=-231/1966,12-13=-241/1900,10-12=-417/2384 WEBS 4-14=-386/227,5-14=-101/639,5-13=43/459,6-13=-281/115,7-13=43/459, 7-12=-101/639,8-12=-386/227 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=43ft;L=44ft;eave=5ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-8 to 2-11-14,Interior(1)2-11-14 to 15-0-0,Exterior(2) 15-0-0 to 30-6-2,Interior(1)30-6-2 to 40-8-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 229 lb uplift at joint 2 and 229 lb uplift at joint 10. 1 l A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE A11-7473 rev.1013/2015 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.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overdl building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M k'building Is always regaled for stability and to prevent collapse wilt)possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and hiss systems,seeANSI/TP11 Quality Criteria,05849 and SCSI Bulk/rig Component 6904 Parke East Blvd. Solely Information avallable from Truss Plate knsttfrde,218 N.Lee Street,Suite 312 Alexandria,VA 22314. Terme,FL 33610 Job Truss Truss Type Qty Ply 712425252 14480SH 16 HIP 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:50:09 2017 Page 1 gg ID:jQZ1?AcYbz8eEg7LmjDLvoyRnKd-PL2cg6nArhiCOfkz2WdGEf5sSm?87ug2_hnna29yygNBVy 1-1-4.8I 7-6-0 I 5-6-0 I 4-0-0 I 5-4-0 4-0-0 5-6-0 7-6-0 1-4-8I Scale=1:71.0 6x6 \\ 3x4 3x4 7x10 3x4 3x4 3x4 6.00 12 6 7 `ft 4x5* 4x5 5 8 x \i, / 6x6 26 27 6x6 4 9N1 28 4x5-i- 25 4x5 3 10 2 , \` 11 16 29 30 15 31 14 32 33 13 i 7x6= 7x10= 4x5= 7x6- 5x6 11 5x6 II 10-0-0 17-0-0 22-4-0 29-4-0 39-4-0 1 10-0-0 i 7-0-0 1 5-4-0 1 7-0-0 1 10-0.0 Plate Offsets(X,Y)-- [2:0-3-9,0-0-11,[7:0-4-8,0-2-01,111:0-3-9,0-0-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.25 13-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.52 13-14 >912 180 BC LL 0.0 ' Rep Stress Incr YES WB 0.72 Horz(TL) 0.16 11 fila n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:242 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. 1-4,9-12:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 SP No.2*Except* WEBS Web Brace:Length(member) 7-9-12(7-15); 2-16,11-13:2x4 SP No.1 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer OTHERS 2x4 SP No.3 Installation guide. SLIDER Left 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 2=1656/0-5-8,11=1656/0-5-8 Max Horz 2=-179(LC 10) Max Uplift 2=-229(LC 12),11=-229(LC 12) FORCES. (Ib)-Max Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-2704/528,4-5=-2530/538,5-6=-1985/511,6-7=-1744/489,7-8=-1996/511, 8-9=-2540/538,9-11=-2709/528 BOT CHORD 2-16=-366/2455,15-16=-271/2107,14-15=-176/1783,13-14=-281/2000,11-13=-376/2332 WEBS 4-16=-310/153,5-16=-42/486,5-15=-587/207,6-15=-106/647,7-14=-123/725, 8-14=-587/207,8-13=-42/485,9-13=-310/153 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=43ft;L=44ft;eave=5fh Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-8 to 2-11-14,Interior(1)2-11-14 to 17-0-0,Exterior(2) 17-0-0 to 22-4-0,Interior(1)28-6-2 to 40-8-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 229 lb uplift at joint 2 and 229 lb uplift at joint 11. mit A WARNING-Verify 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 MiTek©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 this design Into the overall building design. Bracing indicated Is to prevent buckling of individual Inas web and/or chord members only.Additional temporary and permanent bracing MiTek. Is always required for stability and to prevent collapse with possible personal hkry and properly damage. For general guidance regarding the fabrtcatlon,storage,delivery,erection and bracing of trusses and truss systems,seeAN51/IPI1 Qually Criteria,DSB-89 and SCSI Building Component 6904 Parke East Bled. Safely Infoimalon available from Truss Plate institute,218 N.Lee Street Suite 312,Alexanxita.VA 22314. Tampa,FL 33610 Job Truss Truss Type Ply ` * T12425253 14480SH T7 HIP 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:50:10 2017 Page 1 ID:jQZ1?AcYbz8eEg7LmjDLvoyRnKd-tXc_2Rooc_q3?pJ9cE8Vmse11AKcsPvCDLX8abyNBVx 1-4-8 7-6-0 13-0-0 17-5-0 21-11-0 26-4-0 31-10-0 39-4-0 qq0.8 gg, 1-4-81 7-6-0 l 5-6-0 i 4-5-0 i 4-6-0 I 4-5-0 I 5-6-0 7-6-0 I1-4-81 Scale=1:69.7 6x6 11 7x10= 6.00 126 7 vs 4x5-.:.-- \\\ 48x5 5 26 27 nb 6x6 i 6x6 4 r 9 `o . \ -. 0 //, '' ' rb 4x5 i 25 28 4x5 3 10 2 p 11 129 i1 , e t la ve g ico 0 16 29 30 15 31 14 32 33 13 7x6= 7x10= 4x5= 7x6= 4x6 11 4x6 II 10-0-0 17-5-0 21-11-0 29-4-0 39-4-0 10-0-0 7-5-0 I 4-6-0 I 7-5-0 I 10-0-0 i Plate Offsets(X,Y)-- [2:0-3-9,0-0-11,[7:0-4-8,0-2-01,[11:0-3-9,0-0-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.27 13-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.57 13-14 >834 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.41 Horz(TL) 0.16 11 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:260 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 1-4,9-12:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 SP No.2*Except* WEBS Web Brace:Length(member) 5-10-13(5-15);7-7-8(7-15);5-10-13 2-16,11-13:2x4 SP No.1 (8-14); WEBS 2x4 SP No.3MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 I be installed during truss erection,in accordance with Stabilizer SLIDER Left 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-6-0 Installation guide. REACTIONS. (lb/size) 2=1656/0-5-8,11=1656/0-5-8 Max Horz 2=-183(LC 10) Max Uplift 2=-229(LC 12),11=-229(LC 12) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-2704/516,4-5=-2530/527,5-6=-1953/497,6-7=-1709/479,7-8=-1959/497, 8-9=-2537/527,9-11=-2706/516 BOT CHORD 2-16=-356/2458,15-16=-265/2108,14-15=-160/1751,13-14=-275/2000,11-13_365/2332 WEBS 4-16=-306/152,5-16=-39/495,5-15=-612/211,6-15=-113/648,7-14=-124/717, 8-14=-613/211,8-13=-39/495,9-13=-306/152 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=43ft;L=44ft;eave=5ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-8 to 2-11-14,Interior(1)2-11-14 to 17-5-0,Exterior(2) 17-5-0 to 21-11-0,Interior(1)28-1-2 to 40-8-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 3x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 229 lb uplift at joint 2 and 229 lb uplift at joint 11. A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111-7473 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,not a truss system.Before use.the bulking designer must verify the appilcabllty of design parameters and properly Incorporate this design Into the overall lilt bulling design. Bracing indicated Is to prevent buckling of Individual truss web alai/or chord members only. Additional temporary and permanent bracing Mile k. 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/1PI1 Cully Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bed. Safety Information avertable from Truss Plate Institute,218 N.Lee Street.Suite 312 Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss TypeQty Ply t if T12425254 14480SH T8 HIP 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:50:11 2017 Page 1 ID:jQZ1?AcYbz8eEg7LmjDLvoyRnKd-Lk9MFnpRNlywdzuLAxtkJ4BCNajhbjGLR?Gh62yN BVw F1-4-81 7.6.0 I 15-5-0 I 19-8-0 1 23-11-0 1 31-10-0 1 39-4-0 (i0-8-81 '1.4.8 7-6-0 7-11-0 4-3-0 4-3-0 7-11-0 7-6-0 1-4-8 Scale=1:69.7 7x10 2x4 I I 6x8 6.00 FF. 5 27 6 28 7 i 9 R: 6x8 i 4001.."°°°111' \ 26 29 6x8 . 4�i :,:a4 8w co 4x5 i 25 ./.fi 0 a 16 15 14 31 32 13 12 3x6 II 2x4 II 6x6= 4x10= 6x6= 2x4 I I 3x5 II I 7-6-0 1 15-5-0 I 19-8-0 I 26-11-12 1 31-10-0 39-4-0 1 7-6-0 7-11-0 4-3-0 7-3-12 4-10-4 7-6-0 Plate Offsets(X,Y)— 12:0-3-9,0-0-51,15:0-4-8,0-2-01,(10:0-2-9,0-0-5) LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.11 15-16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(TL) -0.32 15-16 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.98 Horz(TL) 0.05 13 n/a n/a BCDL 10.0 Code FBC2014ITPI2007 Matrix-MS Weight:256 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS Web Brace:Length(member) 6-8-3(4-15);6-8-1 (5-14);6-4-1 OTHERS 2x4 SP No.3 (7-13); SLIDER Left 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1102/0-5-8,13=1764/0-3-8,10=446/0-5-8 Max Horz 2=-164(LC 10) Max Uplift 2=-172(LC 12),13=-181(LC 12),10=-105(LC 12) Max Gray 2=1102(LC 1),13=1764(LC 1),10=498(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-1629/352,4-5=-996/303,5-6=-574/282,6-7=-574/282,7-8-0/401,8-10=-400/105 BOT CHORD 2-16=-218/1414,15-16=-220/1411,14-15=-34/811,12-13=-26/304,10-12=-23/307 WEBS 4-16=0/307,4-15=-68W211,5-15=41/477,5-14=-462/110,6-14=-250/96, 7-14=-153/868,7-13=-1307/268,8-13=-648/225,8-12=0/255 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=43ft;L=44ft;eave=5ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-8 to 2-11-14,Interior(1)2-11-14 to 15-5-0,Exterior(2) 15-5-0 to 30-1-2,Interior(1)30-1-2 to 40-8-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 3x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 172 lb uplift at joint 2,181 lb uplift at joint 13 and 105 lb uplift at joint 10. or 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MH-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,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. Adational temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal lryuy and property damage. For general guidance regarding the fabrication,storage,delivery,erection arid bracing of trusses and truss systems.seeANSI/TPI1 Qua/ly Criteria,058-59 and BCSI Building Component 6904 Parke East Blvd. Safely Information avdlable from Inas Plate Institute,218 N.Lee Street,Suite 312 Alexandria.VA 22314. Tampa,FL 33610 'Job Truss Truss Type I Oty Ply s, T12425255 14480SH T9 HIP I 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:50:12 2017 Page 1 ID:jQZ1?AcYbz8eEg7LmjDLvoyRnKd-pwjkT7g38c5nF7TYkfBzrHjON_?uKCCUgfOFfUyNBVV �1 4-81 7-6-0 I 13-5-0 I 19-8-0 I 25-11-0 I 31-10-0 I 39-4-0 f30-8-81 1-48 7-6 -0 5-11-0 6-3-0 6-3-0 5-11-0 7-6-0 1-4-8 Scale=1:69.8 354- 3x4// 2x4 II 6x8% 3x4// 6.00 12 3x4// 7x6 3x4 5 25 6 26 7 6x6 Ti: A . 6x8 4 •, 827 a� aD Y LZ 4x5% 24 /.1.'I 28 4x5 3 9 2 G \ / 0 11 q 143 15 29 3014 31 32-13 12 3x8 II 6x8 7x10= 6x8 2x4 3x5 II I 10-0-0 l 19-8-0 I 26-11-12 31-10-0 39-4-0 10-0-0 9-8-0 7-3-12 4-10-4 7-6-0 Plate Offsets(X,Y)-- 12:0-4-1,Edge),f10:0-2-9,0-0-5) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.31 14-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.89 Vert(TL) -0.56 14-15 >585 180 BCLL 0.0 * Rep Stress Incr YES WB 0.87 Horz(TL) 0.05 13 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:222 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-11 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3*Except* WEBS Web Brace:Length(member) 7-1-9(5-14); 7-13:2x4 SP SS MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer SLIDER Left 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-6-0 , Installation guide. REACTIONS. (lb/size) 2=1114/0-5-8,13=1744/0-3-8,10=453/0-5-8 Max Horz 2=-144(LC 10) Max Uplift 2=-176(LC 12),13=-172(LC 12),10=-110(LC 12) Max Gray 2=1114(LC 1),13=1744(LC 1),10=493(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-1613/379,4-5=-1428/386,5-6=-726/295,6-7=-726/295,7-8=0/385,8-10=-378/109 BOT CHORD 2-15=-237/1464,14-15=-85/996,12-13=-64/277,10-12=-61/280 WEBS 4-15=-365/214,5-15=-88/643,5-14=-351/89,6-14=-431/183,7-14=-214/1199, 7-13=-1303/260,8-13=-585/203,8-12=0/264 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=43ft;L=44ft;eave=5ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-8 to 2-11-14,Interior(1)2-11-14 to 13-5-0,Exterior(2) 13-5-0 to 32-1-2,Interior(1)32-1-2 to 40-8-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 176 lb uplift at joint 2,172 lb uplift at joint 13 and 110 lb uplift at joint 10. 1 I A WARNING-Verify design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERANCE PAGE*11-7473 rev.10'03/2015 BEFORE USE Mil 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 bulking designer must verify the appllcab111y of design parameters and properly incorporate this design Into the overall br.4cing 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 stability and to prevent callqsse with posble personal i*ry and property damage. For general gridax:e regarding the fabrication,storage,delivery,erection and bracing of muses and truss systems,seeANSI/IP11 Quality Cdt•rla,DSB-89 and BCSI Building Component 6904 Parke East Bled. Safety Information avvlable from Truss Plate institute.218 N.Lee Street,Suite 312 Alexandria.VA 22314. Tanga,FL 33610 Job Truss Truss Type 1 Qty Ply 1 • T12425256 14480SH V1 Valley 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:50:132017 Page 1 ID:jQZ1?AcYbz8eEg7LmjDLvoyRnKd-16H7gTghW DesH2kHMiCOVGhwNW K3r_evJloBwyNBVu 1-9-7 11110 4-2-8 6-5-15 7- 8-5-0 1-9-7 1)11-9 2-3-7 I 2-3-7 �1-� 1-9-7 Scale=1:15.4 4x4= 3 3x4 1"-- r1 " 6.00 12 4 3x4 010alihi 3x4 2 3x4 1 5 v a 0 0 6 2x4 1x4 II 2x4 0 p 8 8-5-0 0488-4-8 Plate Offsets(X,Y)-- 11:0-0-8,0-1-81,11:0-3-8,Edge),15:0-0-8,0-1-81,[5:0-3-8,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.07 Horz(TL) -0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-P Weight:29 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 8-5-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=49/8-4-0,5=87/8-4-0,6=38518-4-0 Max Horz 1=29(LC 11) Max Uplift 1=-i2(LC 22),5=-3(LC 12),6=-60(LC 12) Max Gray 1=91(LC 21),5=87(LC 1),6=385(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 3-6=-303/222 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=5.0psf;BCDL=5.Opsf;h=25ft;B=43ft;L=44ft;eave=5ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 12 lb uplift at joint 1,3 lb uplift at joint 5 and 60 lb uplift at joint 6. t __ Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/032015 BEFORE USE. IIII' Design valid for use only with MITekw 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 Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web acrd/or chord members only.Additional temporary and permanent bracing M iTe k" 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 miss systems.seeANSI/i%1 Guilty Crtterla,D58-09 and BCSI Building 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 L T12425257 14480SH V2 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:50:14 2017 Page 1 ID:;QZ t?AcYbz8eEg7LmjDLvoyRnKd-mIrVuprJgDLVURdwr3DRxippIngrol In7zVLIMyNBVt I 1-9-7 1-11-1 6-6-8 I 11-1-15 11I 3.9 13-1-0 i 1-9-7 0-11-1, 4-7-7 4-7-7 0-1-9 1-9-7 Scale=1:20.8 5x7= 3 15 111111%000:164044b I r r 6.00 I. 3x4\\ 1 4 3x4// 4x5 2 1 4x5 1l 0 l 0 I•� � 5 O 'er B o � 8 �' � a ................................ ..............:•:•:• .......................----................:.•::•:•:•::•::•:•:::•::::: ::: ::::::::::::•:•:::::• o 10 9 8 7 6 3x4 3x4 0-0-8 13-1-0 I 0-0-8 13-0-8 Plate Offsets(X,V)-- 11:0-0-8,0-2-01,11:0-2-8,Edgel,15:0-0-8,0-2-01,f5:0-2-8,Edgej LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.22 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.13 Horz(TL) -0.01 5 n/a n/a BCDL 10.0 Code fBC2014/TP12007 Matrix-S Weight 54 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 I MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 ; be installed during truss erection,in accordance with Stabilizer E Installation guide. REACTIONS. All bearings 13-0-0. (lb)- Max Horz 1=-51(LC 10) Max Uplift All uplift 100 lb or less at joint(s)1,9,10,7 except 8=-i86(LC 12) Max Gray All reactions 250 lb or less at joint(s)1,5,9,10,7,6 except 8=636(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-198/356,3-5=-197/393 BOT CHORD 1-10=-288/217,9-10=-288/217,8-9=-288/217,7-8=-288/217,6-7=-288/217, 5-6=-288/217 WEBS 3-8=-582/336 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=43ft;L=44ft;eave=5ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)1-3-4 to 5-7-10,Interior(1)5-7-10 to 6-6-8,Exterior(2)6-6-8 to 10-10-14 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are 1x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,9,10,7 except Qt=1b)8=186. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIt-7473 rev.1883/2015 BEFORE USE. Design valid for use only with Mitek®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 al{,Iicabblty of design parameters and properly incorrxxate this design Into the overall building design. Wacig 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 inlizy and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems-seeANSI/IPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information ow:lia le from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. 1 Tampa,FL 33610 Job Truss Truss Type Qty Ply a 112425258 14480SH V3 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:50:15 2017 Page 1 ID:jQZ1?AcYbz8eEg7LmjDLvoyRnKd-EVPt59sxRXTM6aB6PnkgTwL0RBB4XmtxMdEvGpyNBVs 4-6-89-1-0 I I 4-6-8 I 4-g-8 Scale=1:16.9 dogiglogiii 4x4= 2 6.00 12 r If♦ 1 a d1 N 3 i a a 16 to o O•i i i:i'00!10'!'i i l i i i i:t i0•i:0;:!:!:i'!'OP!•i i 00!•i:i:i'i: ••• :;:;.•.'.'.'.;i;i;.!i;i;i;i;i i %%.:%%%%%%%;:;:4 o 4 2x4 G 1x4 1 2x4 9-0-8 9*0 9-0-8 0-0.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.15 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress lncr YES WB 0.04 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P 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 puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 ' MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=159/9-0-0,3=159/9-0-0,4=309/9-0-0 Max Horz 1=-38(LC 10) Max Uplift 1=-32(LC 12),3=-32(LC 12),4=-8(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=5.Opsf;BCDL=5.0psf;h=25ft;B=43ft;L=44ft;eave=5ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3,4. t I V WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1dV3 2215 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.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated B to prevent buckling of indfvklud truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required tor stability and to prevent collapse with possible personal inlay and property carnage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Nexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T12425259 14480SH V4 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:50:16 2017 Page 1 ID:jQZ1?AcYbz8eEg7LmjDLvoyRnKd-ihzFIVtZCgbDkkmJzUFv07uEObXuGD14bH_SoFyNBVr 2-6-8 5-1-0 I 2-6-8 2-6-8 3x6= Scale=1:10.8 2 6.00 12 3 1 O 2x4 2x4 0-p-8 5-1-0 0.0-8 5-0-8 Plate Offsets(XY)— 12:0-3-0,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a - rl/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=153/5-0-0,3=153/5-0-0 Max Horz 1=-19(LC 10) Max Uplift 1=-i8(LC 12),3=18(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=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=43ft;L=44ft;eave=5ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. Aik WARNING-Verify 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 Mllek®connectors.This design is based only upon parameters shown,and is for an individual,wilding component.not a truss system.Before use.the building designer must verify the applicablity of design parameters 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• k 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 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdlable Born Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T12425260 14480SH V5 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:50:17 2017 Page 1 I D:jQZ 1?AcYbz8eEg7Lmj D LvoyR n K d-AtXd W ru By8j4LuLV W Cm8YLROF?uq?g7Egxj?KhyN BVq 5-10-0 5-10-0 1.5x4 II Scale=1:16.4 4 1x4 3 3x4 6.00 FIT 3x4 1 6 5 2x4 i 1x4 II 1.5x4 II 5-10-0 5-10-0 Plate Offsets(X,Y)— 11:0-0-8,0-1-81,11:0-3-8,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(TL) n/a - rVa 999 BCLL 0.0 * Rep Stress lncr YES WB 0.06 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight:24 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=102/5-9-8,5=3/5-9-8,6=248/5-9-8 Max Horz 1=65(LC 12) Max Uplift 5=-2(LC 12),6=-50(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=5.Opsf;BCDL=5.0psf;h=25ft;B=43ft;L=44ft;eave=5ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,6. A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mx-7473 rev.10103.2015 BEFORE USE. Design valid for use only with Mnek(e 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 this design Info the overall bolding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mile 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 bracing of trusses and truss systems,seeANSI/1Pl l Quilty Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Intormalon available from Truss Plate institute,218 N.Lee Street.Suite 312.AfexandWa,VA 22314. Tampa,FL 33610 'Job Truss Truss Type I Qty Ply I •� f+ T12425261 14480SH V6 Valley I 1 1 Job Reference(optional) I Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 2 15:50:18 2017 Page 1 ID:jQZ1?AcYbzBeEg7LmjDLvoyRnKd-e440jAugjSrxz2wh4vHN5YzUrODak6ON2bTZs8yNBVp 5-9-0 1-9-7 0'1�9 5-11-7-8 I 5�&17 10- 1-99 11-9-7 I Scale=1:25.1 5x7= 4 3 / 5 20 1 1 21 1 II 1 I 6.00 3x4 \\ 19 1 1 22 12 1 6 4x5 3x4 // 2 I 455 pi a 110 C 'q 3x4 14 13 12 11 10 9 8 3x4 -=:- o-2-8 15-9-0 I 0-0-8 15-8-8 Plate Offsets(X,Y)-- 11:0-0-8,0-2-01,11:0-2-8,Edge),17:0-0-8,0-2-01,17:0-2-8,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (lac) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.17 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.08 Horz(TL) -0.01 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-S Weight:71 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 15-8-0. (Ib)- Max Horz 1=64(LC 10) Max Uplift All uplift 100 lb or less at joint(s)1,11,13,14,9 except 12=134(LC 12),10=141(LC 12) Max Gray All reactions 250 lb or less at joint(s)1,7,11,13,14,9,8 except 12=377(LC 1),10=407(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-175/311,5-7=-166/317 WEBS 3-12=-337/230,5-10=-366/238 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=43ft;L=44ft;eave=5ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)1-3-4 to 5-7-10,Interior(1)5-7-10 to 7-10-8,Exterior(2)7-10-8 to 12-2-14 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are 1x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,11,13,14,9 except(jt=lb)12=134,10=141. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.10/03,2015 BEFORE USE. leff Design valid for use only with Milek0 connectors.this design is rased 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 building design. Bracing Indicated Is to prevent buckling of Indivfdud truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse wtth poss le personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI t Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street Suite 312 Alexandda,VA 22314. Tampa,FL 33610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3 " Center plate on joint unless x,y 6.4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property /4 offsets are indicated. I I (Drawings not to scale) Damage or Personal Injury MEIDimensions are in ft-in-sixteenths. I,44 Apply plates to both sides of truss 1 2 Z 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or X-bracing,is always required. See BCSI. TOP CHORDS 1 2. Truss bracing must be designed by an engineer.For 0-/161 4 wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I c bracing should be considered. O L)" INININpr U 3. Never exceed the design baling shown and never lki a O stack materials on inadequately braced busses. 0Iii4 0 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate C6-7 %-5-6 ,_ designer,erection supervisor,property owner and plates 0-Vie from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 6 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. - connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. "Plate location details available in Mitek 20/20 NUMBERS/LETTERS. I software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE ICC ES Reports use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and Is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR 1988 responsibility of truss fabricator.General practice Is to to slots.Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type.s¢e,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and s¢e,and in all respects,equal to or better than that P Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. I Indicates location where bearings 16.Do not Cut or abler truss member or plate without prior (supports)occur. Icons vary but ©2012 Mitek®All Rights Reserved approval of an engineer. kliM0 reaction section indicates joint _ IIIIIIIIIIIIMI number where bearings occur. 17.Install and load vertically unless Indicated otherwise. Min size shown is for crushing only. MIN NM ,ra 18.Use of green or treated lumber may pose unacceptable _: environmental,health or performance risks.Consult with project engineer before use. Industry Standards: 1111 ANSI/TPI l National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. isnot sufficient. BCSI: Building Component Safety Information, M20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ' k ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MITek Engineering Reference Sheet:MII-7473 rev. 10/03/2015