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1607 ATLANTIC BEACH DR - TRUSS --mit ` Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RE: 17128T0 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info: Toll Brothers Project Name: Atlantic Beach Model: Julington - Caroiiina Lot/Block: 002 Subdivision: Atlantic Beach Address: 1607 Atlantic Beach Drive, . City: Jacksonville 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: FBC2017/TPI2014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 91 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 1 T15458165 EJ04 10/31/18 18 T15458182 F08 10/31/18 12 T15458166 I EJ06 10/31/18 119 1T1 54581 83 1 FT01 10/31/18 3 1115458167 EJ 14 1 10/31/18 120 1T15458184 1 HJ02 10/31/18 1 4 1T15458168 EJ16 10/31/18 121 1T15458185 1 HJ04 1 10/31/18 1 5 T15458169 EJ24 1 10/31/18 122 1115458186 HJ 12 1 10/31/18 1 6 T15458170 EJ26 10/31/18 123 T15458187 I HJ22 1 10/31/18 1 7 T15458171 1 EJ34 _1.10/31/18 24 115458188 j HJ32 110/31/1 J 8 T15458172 EJ36 10/31/18 125 T15458189 HJ42 110/31/18 1 19 T15458173 I EJ44 10/31/18 126 T1 54581 90 1 HJ52 10/31/18 1 110 T15458174 1 EJ46 10/31/18 127 T15458191 1J01 110/31/18 1 11 T15458175 1 EJ54 10/31/18 128 T15458192 J02 10/31/18 12 T15458176 F02 10/31/18 129 T1 54581 93 1 J11 10/31/18 113 T15458177 F03 10/31/18130 T1 54581 94 1 J 12 10/31/18 114 T15458178 I F04 10/31/18 131 T15458195 f J21 1 10/31/18 15 T15458179 F05 10/31/18 132 T15458196 1J22 10/31/18 16 T15458180 F06 10/31/18 33 T15458197 J31 10/31/18 --IT; -77,,`%x" 17 T15458181 F07 10/31/18 134 115458198 1J32 1 10/31/18 _ ,l 1 t / The truss drawing(s)referenced above have been prepared by ;•? L c • 00 , t��, MiTek USA, Inc. under my direct supervision based on the parameters 1 , �%.•p, •, .•••.4<etee provided by Building Component Supply. i 1 - ..'..`��; 91-Ns .'97,/'.' Truss Design Engineer's Name: Albani, Thomas f ' ' • 393a 1 ••: My license renewal date for the state of Florida is February 28, 2019. F, U -'• * rj - _ : r fiT IMPORTANT NOTE: The seal on these truss component designs is a certification = • �� Z�'. S ATE Qj .• �/� that the engineer named is licensed in the jurisdiction(s)identified and that the i O t.: designs comply with ANSI/TPI 1. These designs are based upon parameters .:.°7C<‘. � .(� _�� shown(e.g.,loads,supports,dimensions,shapes and design codes),which were °i�C�s• ' 0 R k I0\s' file refn erence purpose onproly,,and was not ct specific �ken'on included is into account inor MiTek's the preparation customers .�,,S�O N AL 'Oso these designs. MiTek has not independently verified the applicability of the design iiIi i i ii0 parameters or the designs for any particular building. Before use,the building designer Thomas A.Atbani PE No. 90 should verify applicability of design parameters and properly incorporate these designs MRek USA,Inc.FL Cert into the overall building design per ANSI,TPI 1,Chapter 2. 6904 Parke East Blvd.Tah FL 33610 r 31,2018 Albani, Thomas 1 of 2 iM RE: 17128T0 - Site Information: Customer Info: Toll Brothers Project Name: Atlantic Beach Model: Julington - Carolina Lot/Block: 002 Subdivision: Atlantic Beach Address: 1607 Atlantic Beach Drive, . City: Jacksonville State: FL No. Seal# Truss Name Date No. Seai# Truss Name Date 35 T15458199 J41 10/31/18 78 T15458242 T55 10/31/18 36 115458200 1 J42 10/31/18 79 T154582431 V01 10/31/18 37 T15458201 1T01 10/31/18 80 T15458244 I V02 10/31/18 38 T15458202 I T03 10/31/18 81 T154582451 V03 10/31/18 39 T15458203 1104 10/31/18 82 715458246 1 VO4 10/31/18 40 T15458204 1106 10/31/18 83 T15458247 1V05 10/31/18 41 T15458205 1108 10/31/18 84 T15458248 1 V06 10/31/18 42 T15458206 1112 10/31/18 85 T15458249 1 V07 10/31/18 43 T15458207 1 T13 10/31/18 86 T15458250 1 V08 10/31/18 44 T154582081114 10/31/18 87 T15458251 I V09 10/31/18 45 T154582091119 10/31/18 88 T15458252 1 V10 10/31/18 46 T154582101120 10/31/18 89 7154582531 V11 10/31/18 47 T15458211 11-21 10/31/18 90 T15458254 1V12 10/31/18 48 T1 545821 2 1122 10/31/18 91 T15458255!V13 10/31/18 49 T154582131123 10/31/18 50 T154582141125 10/31/18 51 1154582151126 10/31/18 52 T15458216 1127 10/31/18 53 T1 545821 7 1128 10/31/18 54 T15458218 1T29 10/31/18 55 1154582191130 10/31/18 56 T154582201131 10/31/18 57 T15458221 1132 10/31/18 58 T15458222 1133 10/31/18 59 T15458223 1T34 10/31/18 60 T15458224 1T35 10/31/18 61 T15458225 1 1-36 10/31/18 62 T15458226 1 1-37 10/31/18 63 T15458227 1138 10/31/18 64 T15458228 T39 10/31/18 65 T15458229 T40 10/31/18 66 T15458230 1141 10/31/18 67 T15458231 11-42 10/31/18 68 T15458232 1 143 10/31/18 69 T15458233 1144 10/31/18 70 T15458234 1145 10/31/18 71 T15458235 1146 10/31/18 72 T15458236 1 1-46A 10/31/18 73 T15458237 1 149 10/31/18 74 T15458238 1150 10/31/18 75 T15458239 1151 10/31/18 76 T15458240 1152 10/31/18 77 T15458241 1T54 10/31/18 2 of 2 Job Truss Truss Type l '} Qty Ply T15458165 17128T0 EJ04 Jack-Open 7 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:20:45 2018 Page 1 ID:?KVLnJdmeFL?cdV8wJvVilzmCW-8_jcvpRFAvkgDJywhEo6ddHLxKdU6jwmh8Mfl6yO_1 m 4-0-0 4-0-0 Scale:3/4"=1' 2 6.00 7 rn N 1 ■ 1� 3 3x5 11 4-0-0 4-0-0 Plate Offsets(X,Y)-- (1:0-0 1,0-0 3),(1:0-0 3,0-5 01,(1:0-2-8,0-0-71 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.02 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.02 3-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=103/Mechanical,3=55/Mechanical,1=158/0-5-8 Max Horz 1=81(LC 12) Max Uplift 2=-66(LC 12),3.2(LC 12),1=-15(LC 12) Max Gray 2=103(LC 1),3=73(LC 3),1=158(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=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-11-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 66 lb uplift at joint 2,2 lb uplift at joint 3 and 15 lb uplift at joint 1. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Deft 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 31,201E 0 WARNING-Verify design paramebre and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE AW-7473 rev.161032015 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 applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of IndNidual 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 Injxy and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANlp/1M1 QualyWed°,DSI-89 and DCSI Duldltg Component 6904 Parke East Bird. Sr &y admmatIolmvaliable from Truss Plate Institute.218 N.Lee Sheet,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type } Qty Ply T15458166 17128T0 EJ06 Jack-Open 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:20:45 2018 Page 1 I D:?KVLnJdmeFL?cdV8wJvVilzmC W-8_jcvpRFAvkgDJywhEo6ddHHBKba6jwmh8Mfl6yO_1 m 6-0-0 I 6-0-0 Scale=1:15.5 2 4.00 12 8 • 7 m tO " _ 3 3x4= 6-0-0 6-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.06 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.11 3-6 >637 180 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(CT) 0.02 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 i Matrix-MP ( i Weight:20 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 No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 1=238/0-5-8,2=162/Mechanical,3=76/Mechanical Max Horz 1=81(LC 12) Max Uplift 1=-45(LC 12),2=-90(LC 12) Max Gray 1=238(LC 1),2=162(LC 1),3=112(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=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterlor(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-11-4 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 45 lb uplift at joint 1 and 90 lb uplift at joint 2. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 31,201E A WARNWG-verily*sign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE Dosign 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 verify the applied:Ally 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 posstle personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANff/1111 Qualy Cittettloi DS8-89 and WCS/Building Component 6904 Parke East Blvd. Safety hrfo►maMo/pvolable from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type • IM Oty Ply T15458167 17128T0 EJ14 Jack-Open 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:20:46 2018 Page 1 I D:?KV LnJdmeFL?cd V8wJvVi IzmCVV-cAH_79SIxDsXrTX6FyJ LArpXI kxtrAAW o5CHYy0_1 I 2-5-7 4-0-0 2-5-7 f 1-6-9 Scale=1:12.2 3 4.00 FY , 10 4x6= 2 1 Wiliall11111111 ■ 4 d 6 2x4 11 3x4= 2-5-7 4-0-0 2-5-7 1-6-9 Plate Offsets(X,Y)-- [2:0-1-12,0-0-91,[2:0-2-0,0-2-31,[5:0-0-0,0-1-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.01 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.01 5 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MR Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.1`Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-6:2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 1=158/0-5-8,3=84/Mechanical,4=73/Mechanical Max Horz 1=54(LC 12) Max Uplift 1=-29(LC 12),3=38(LC 12),4=-15(LC 12) 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.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-11-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 29 lb uplift at joint 1,38 lb uplift at joint 3 and 15 lb uplift at joint 4. Thomas A.Albani PE No.39380 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 31,2018 4 0 WARNING-Varity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AIII-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MITek7 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 tabricatlon,storage,deiNery,erection and bracing of trusses and truss systems seeANSVIMI OualyCII.s .DSI-19 and BC9luldhsg Component 6904 Parke East Blvd. Stalely Itiormalbnovallabie from Inas Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tanya,FL 33610 Job Truss Truss Type Qty Ply T15458168 17128T0 EJ16 Jack-Open 8 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 0620:47 2018 Page 1 I D:?KVLrlJdmeFL?cdV8wJvVilzmC W-4MrNKVSW i W_OTc6lpfgai2MfO7CTadQ28Srmq_yO_1 k 2-5-8 6-0-0 2-5-8 3-6-8 Scale=1:15.5 3 4.00 12 , 6x6= 11 2 • 10 m p N 1 5 pp 4 ab d 62x4 I I 3x4= 2-5-8 6-0-0 2-5-8 3-6-8 Plate Offsets(X,Y)-- (2:0-1-12,0 0-91,(2:0-3-0,Edgej,(5:0-0-0,0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.08 4-5 >924 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.11 4-5 >658 180 BOLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.03 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MR Weight:21 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 No.1'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-6:2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 1=238/0-5-8,3=143/Mechanical,4=94/Mechanical Max Horz 1=81(LC 12) Max Uplift 1=-45(LC 12),3.70(LC 12),4=-9(LC 12) Max Gray 1=238(LC 1),3=143(LC 1),4=106(LC 3) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-361/168 BOT CHORD 1-6=-255/307 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-11-4 zone;C-C for members and forces&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 45 lb uplift at joint 1,70 lb uplift at joint 3 and 9 lb uplift at joint 4. Thomas A.Alban'PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 31,2018 � t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1411-7473 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 an individual buldkng 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,seeANSVIPII Quaty Cdfid,DSS-89 and DCS!!riding Component 6904 Parke East Blvd. Safety hMolmaMagvdlable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job I Truss I Truss Type t h Qty Ply I T15458169 17128T0 EJ24 Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:20:48 2018 Page 1 I D:?KV LnJdmeFL?cdV8wJvVi lzmCVV-YYPIXrT8Tg6F4mgV NN LpFGvrgXfyJ4gC N6aJM0yQ_1 j 4-0-0 � 4-0-0 Scale=1:12.2 2 4.00 112 7 0 , m 1 3 3x6 11 3x4= 10-3-0 4-0-0 0-3-0 3-9-0 Plate Offsets(X,Y)-- [1:0-0-0,0-1-41,(1:0-1-8,0-7-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.03 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(CT) 0.03 3-6 >999 180 BCLL 0.0 ' Rep Stress incr YES WB 0.00 Horz(CT) -0.01 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc puffins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=101/Mechanical,3=57/Mechanical,1=157/0-3-8 Max Horz 1=54(LC 12) Max Uplift 2=-64(LC 12),3=-46(LC 12),1=-85(LC 12) Max Gray 2=101(LC 1),3=71(LC 3),1=157(LC 1) FORCES. (Ib)-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=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-11-4 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 64 lb uplift at joint 2,46 lb uplift at joint 3 and 85 lb uplift at joint 1. Thomas A.Alban(PE No.38380 Wilk USA,Inc.FL Cert 66U 6904 Parke East Blvd.Tampa FL 33610 Date: October 31,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ma-7473 rev.1GV3/2015 BEFORE USE ll Design valid for use only with Miteke connectors.this design Is based only upon parameters shown,and is for an edivldual 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/IPII QuaSfyCdloda,058-89 and SCSI Sinding Companion? 6904 Parke East Blvd. Safely brlbaeafollavallabie from Truss Nate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 'Job Truss Truss Type Qty Ply T15458170 17128T0 EJ26 Jack-Open 9 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:20:48 2018 Page 1 I D:?KVLnJdmeFL?cdV8wJvV i lzmC VV-YYPIXrT8Tg6F4mg V N N LpFGvnyXbKJ4gC N6aJMQyO_1 j 6-0-0 6-0-0 Scale=1:15.5 2 4.00 12 , • 7 N N 1 • 3 3x6 3x4= 3 Qq 6-0-0 3 0 5-9-0 Plate Offsets(X,Y)-- 11:0-0-0,0-1-41,[1:0-1-8,0-7-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.17 3-6 >412 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.42 Vert(CT) 0.14 3-6 >508 180 BOLL 0.0 Rep Stress incr YES WB 0.00 Horz(CT) -0.02 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:20 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 No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=155/Mechanical,3=82/Mechanical,1=238/0-3-8 Max Horz 1=81(LC 12) Max Uplift 2=-97(LC 12),3=-66(LC 12),1=-i29(LC 12) Max Gray 2=155(LC 1),3=109(LC 3),1=238(LC 1) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-11-4 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 97 lb uplift at joint 2,66 lb uplift at joint 3 and 129 lb uplift at joint 1. Thomas A.Albani PE No.39380 trek USA.Inc.FL CO 6634 6904 Parke East Blvd.Tampa FL 33610 Cate, October 31,201E 1 I A 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 Woke 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 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.seeANS1/1P11 QuaNyCIIIII.05849 and SCSIRaiding Component 6904 Parke East Blvd. Safely IdotmaNanavalable from Truss Plate Institute.218 N.Lee Street.Sate 312.Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type F Oty Ply T15458171 17128T0 EJ34 Jack-Open 8 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:20:49 2018 Page 1 ID:?KVLnJdmeFL?cdV8wJvVilzmCW-01z7IBUmE8E6iwFhw4s3oTROwx_Q2XwLcmKsutyO_1 i 4-0-0 4-0-0 Scale:3/4•=1' 2 6.00 12 ri 7 9) N 1 EA 3 3x5 11 4-0-0 4-0-0 Plate Offsets(X,Y)— [1:0-0-1,0-0-31,[1:0-0-3,0-5-01,11:0-2-8,0-0-71 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.02 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.02 3-6 >999 180 BOLL 0.0 • Rep Stress!nor YES WB 0.00 Horz(CT) -0.01 2 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=103/Mechanical,3=55/Mechanical,1=158/0-5-8 Max Horz 1=81(LC 12) Max Uplift 2=-66(LC 12),3=2(LC 12),1=-15(LC 12) Max Grav 2=103(LC 1),3=73(LC 3),1=158(LC 1) FORCES. (ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-11-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live bad 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 66 lb uplift at joint 2,2 lb uplift at joint 3 and 15 lb uplift at joint 1. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 31,2018 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE A111-7473 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 applicabllty 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 property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems seeMSWISIl Qualify CIMIIra 058-19 and SCSI Bidding Component 6904 Parke East Bird. Safety idotmatIonavolable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexorxirla.VA 22314. Tampa,FL 33610 Job Truss Truss Type t >r Qty Ply T15458172 17128T0 EJ36 JACK-OPEN 9 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:20:50 2018 Page 1 I D:?KVLnJdmeFL?cdV8wJvVilzmCW-UxW VyXVO?RNzK4gtUONI Kh_8BLHyn_AVgQ3QQJyO_1 h 6-0-0 6-0-0 Scale=1:20.7 2 ri 6.0012 6 7 eh d '. A ■ C , lkagl 3x6 II 3 6-0-0 1 6-0-0 Plate Offsets(X,Y)-- [1:0-0-1,0-0-31,[1:0-0-3,0-5-01,[1:0-3-0,0-1-71 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.09 3-6 >807 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.12 3-6 >599 180 BCLL 0.0 Rep Stress Incr YES W B 0.00 Horz(CT) 0.02 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:20 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 No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=157/Mechanical,3=80/Mechanical,1=238/0-5-8 Max Horz 1=122(LC 12) Max Uplift 2=-100(LC 12),1=-26(LC 12) Max Gray 2=157(LC 1),3=111(LC 3),1=238(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.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-11-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint 2 and 26 lb uplift at joint 1. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 31,2018 � 1 0 WARNING-Verily 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 balding design. WacIng 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 Qualify Weak&DSI-49 and SCSI lidding Component 6904 Parke East Blvd. Safety fh/omadlo nvdeabie from Trans Plate Institute,218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type a Qty Ply T15458173 17128T0 EJ44 Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:20:51 2018 Page 1 ID:?KVLnJdmeFL?cdV8wJvVilzmC W-y74tAtV0mIVgxEP42VuXtuXN W IfPW RPe34pzzlyO_1 g 2-5-8 4-0-0 2-5-8 1-6-8 Scale:3/4'=1' 3 6.00 12 10 2x4 11 2 . •3x4= 4 ab Q 6 2x4 II 3x511 2-5-8 4-0-0 2-5-8 1-6-8 Plate Offsets(X,Y)-- (1:0-0-1,0-0-3),(1:0-0-3,0-5-0],[1:0-2-8,0-0-7) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) -0.01 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.01 5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MR Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.1*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-6:2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 3=83/Mechanical,4=75/Mechanical,1=158/0-5-8 Max Horz 1=81(LC 12) Max Uplift 3=-46(LC 12),4=-21(LC 12),1=-15(LC 12) Max Gray 3=83(LC 1),4=75(LC 17),1=158(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=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-11-4 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 46 lb uplift at joint 3,21 lb uplift at joint 4 and 15 lb uplift at joint 1. Thomas A.Albani PE No.31380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date, October 31,2018 WARNWIG-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valki for use only with Werke connectors.this design is based only upon parameters shown,and is for an Individual budding component,not a truss system.Before use,the budding 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 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,seeANS1/IPI1 Qualy Crfrlo,DS849 and SCSI fufdltg Componanf 6904 Parke East Blvd. Safely In onna navdlable from Truss Plate Institute,218 N.Lee Street Suite 312,Nexandda.VA 22314. Tampa.FL 33610 Job Truss Truss Type i Qty Ply T15458174 17128T0 EJ46 Jack-Open 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:20:52 2018 Page 1 I D:?KVLnJdmeFL?cdV8wJvVi IzmCW-QKeGN DW eX3dhZO_GcCQmP63V98y2FtfolkYXVCyQ_1 f 2-5-8 6-0-0 2-5-8 3-6-8 Scale=1:20.7 3 6.00 12 i 311 11 2 rn 10 p' O �� ■ axs IIco ■ �� s �, 2x4 II 3x5 II 2-5-8 6-0-0 2-5-8 3-6-8 I Plate Offsets(X,Y)-- (1:0 0 1,0 0 3),(1:0-0-3,0-5-01,[1:0-2-8,0-0-7] 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 0.28 Vert(LL) 0.09 4-5 >811 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.11 4-5 >662 180 BOLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.03 4 n/a n/a BCDL 10.0 Code FBC2017I PI2014 Matrix-MR Weight:22 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 No.1*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-6:2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 3=142/Mechanical,4=96/Mechanical,1=238/0-5-8 Max Horz 1=122(LC 12) Max Uplift 3=-84(LC 12),4=-15(LC 12),1=-26(LC 12) Max Gray 3=142(LC 1),4=108(LC 3),1=238(LC 1) FORCES. (Ib)-Max Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-300/113 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-11-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 84 lb uplift at joint 3,15 lb uplift at joint 4 and 26 lb uplift at joint 1. Thomas A.Albani PE No.39380 MiTek USA.Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Date: October 31,2018 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 building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury aril property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSVIPII Qualify Cnterly DS8-89 and RCSI Building Component 6904 Parke East Blvd. Safety Nbanaflarpvalloble from Truss Plate Institute,218 N.Lee Sleet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type I Qty Ply T15458175 17128T0 EJ54 Jack-Open 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:20:52 2018 Page 1 I D:?KVLnJdmeFL?cdV8wJvVi IzmCW-QKeGNDW eX3dhZO_GcCQmP63W K8?W FtfoIkYXVCyQ_1 f 4-0-0 4-0-0 Scale:3/4'=1' 2 r 6.00 12 7 Ol N 1 ■ 1 J 3 • 3x5 11 3 a 4-0-0 b 3 d 3-9-0 Plate Offsets(X,Y)-- (1:0-0-1,0-0-31,11:0-0-3,0-5-01,11:0-2-8,0-0-71 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.04 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.21 Vert(CT) 0.03 3-6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 2 rl/a nla BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=103/Mechanical,3=55/Mechanical,1=158/0-3-8 Max Horz 1=81(LC 12) Max Uplift 2=-75(LC 12),3=48(LC 12),1=-71(LC 12) Max Gray 2=103(LC 1),3=73(LC 3),1=158(LC 1) FORCES. (Ib)-Max Comp./Max Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-11-4 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 75 lb uplift at joint 2,48 lb uplift at joint 3 and 71 lb uplift at joint 1. Thomas A.Albani PE No.39380 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 31,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mll Design valid for use only with MiTek®connectors.This design lv based only upon parameters shown,and is for an individual building component not a truss system.Before use,the building designer roust verify the applicability of design parameters and properly incorporate this design Into the overall building design. 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 stabltty and to prevent collapse with posstle personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeAlla//PI/GaalryCrfelo DS849 and ICS/wldlp Component 6904 Parke East Blvd. Safety WonnWbrpvdlable from Truss Plate Institute,218 N.Lee Sheet.Brite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type ' + Qty Ply 1 T15458176 17128T0 F02 Floor 18 1 Job Reference(optional) , Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:20:54 2018 Page 1 ID:?KVLnJdmeFL?cdV8wJvVilzmCVV-NimOouYv2gtOoh8fjdSEVX9pgycljgQ4121 da4yO_1 d 0-1-8 I 1-3-0 ( 1-10-8 Oilz8 Sc4F6=1:25.5 4x6= 4x6= 1.5x3= 1.5x3 H 1.5x3 H! 1.5x3= 1 2 3 4 5 6 7 8 •a\ o o q—z,-x /,- / 17 18 o X, N e el s •o 15 • 14 13 12 11 10 e • 4x6= 4x6= 1-6-0 1 4-0-0 ! 11-1-8 ! 13-7-8 1 15-1-8 i 1-6-0 2-6-0 7-1-8 2-6-0 1-6-0 Plate Offsets(X,Y)-- [1:Edge,0-1-8),[8:0-1-8,Edge),(12:0-1-8,Edge),[13:0-1-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.40 Vert(LL) -0.12 11-12 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.54 Vert(CT) -0.16 13-14 >999 240 BCLL 0.0 Rep Stress incr YES WB 0.50 Horz(CT) 0.03 9 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight:781b 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) 16=812/0-4-12,9=812/0-4-12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-16=-807/0,8-9=-807/0,1-2=-807/0,2-3=-1915/0,3-4=-2486/0,4-5=-2486/0,5-6=-2486/0,6-7=-1915/0, 7-8=-807/0 BOT CHORD 14-15=0/1515,13-14=0/2288,12-13=0/2486,11-12=0/2288,10-11=0/1515 WEBS 8-10=0/1040,1-15=0/1040,7-10=-985/0,2-15=-985/0,7-11=0/557,2-14=0/557,6-11=-519/0,3-14=-519/0, 6-12=-16/506,3-13=-16/506,4-13=-253/0,5-12=-253/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)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. Thomas A.Albani PE No.39380 M1Tek USA,Inc.FL Cert 8834 9904 Parke East Blvd.Tampa FL 33810 Data: October 31,2018 � 1 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ma-7473 rev.10/03/2015 BEFORE USE. Design valid for use oily 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 Escorporate 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 tuts systems.seeAAW/IPII Quaiy CIVeda,DS8419 and SCSI Bul.dhg Component 6904 Parke East Blvd. Safetyh/omrallonavdlable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type ' • Qty Ply 715458177 17128T0 F03 Floor 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:20:55 2018 Page 1 ID:?KVLnJdmeFL?cdV8wJWilzmCW-rvKO?EZXp_?FQrjrHLzT1 kh_nMurS1 kE_inB6Wy0_1c 0-1-8 1-3-0 I 1-9-12 I 0 -8 H I Sc2Ie=1:40.3 3x6 II 1.5x3= 3x6 FP= 3x6 FP- 1.5x3= 6x8= 6x8= 5x6= 4x6 II 4x6 I I 3x6 II 4x6 I I 5x6= 6x8= 6x8 = 1 2 3 4 5 6 7 8 9 10 11 12 13 _ • • m o 111 • ° e- O j _ 26 25 24 23 22 21 20 19 18 17 16 15 14 4x6= 6x8= 4x6= 3x12 M18SHS FP= 15x311 3x4= 3x4= 3x6= 4x6= 6x8= 4x6= 3x6= 3x4= 1-6-0I 4-0-0 6-6-0 I 9-0-0 I 14-9-12 I 17-3-12 i 19-9-12 22-3-12 i 23-9-12 1-6-0 2-6-0 2-6-0 2-6-0 5-9-12 2-6-0 2-6-0 2-6-0 1-6-0 Plate Offsets(X,Y)-- [1:0-1-8,0-0-8],[3:0-3-0,Edge],[6:0-3-0,Edge],[7:0-3-0,0-0-0],[11:0-3-0,Edge],[13:0-1-8,0-0-8],[13:0-1-8,Edge],[14:Edge,0-1-8],[19:0-1-8,Edge], 126:Edge,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Udell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.39 Vert(LL) -0.52 19 >544 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.75 Vert(CT) -0.72 19 >395 240 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.13 14 rVa n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight:154 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 SS(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 26=1296/0-4-12,14=1296/0-5-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-26=-1289/0,13-14=-1289/0,1-2=-1423/0,2-3=-3618/0,3-4=-5192/0,4-6=-6194/0, 6-7=-6571/0,7-8=-6571/0,8-10=-6183/0,10-11=-5195/0,11-12=3617/0, 12-13=-1423/0 BOT CHORD 24-25-0/2670,23-24=0/4537,21-23=0/5820,20-21=0/6571,19-20=0/6571,18-19=0/6502, 17-18=0/5831,16-17-0/4534,15-16=0/2671 WEBS 13-15=0/1838,1-25-0/1838,12-15=-1693/0,2-25=-1693/0,12-16-0/1283,2-24=0/1285, 11-16=-1244/0,3-24=-1247/0,11-17=0/896,3-23=0/889,10-17=863/0,4-23=-852/0, 10-18=0/484,4-21=0/718,8-18=-472/0,6-21=-779/12,8-19=-411/658,7-19=363/226 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates 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. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 31,2018 e -- A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE ME-7473 rev.1003,2015 BEFORE USE Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an individual 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 bracing MiTek' is always required for stability and io prevent collapse wilh posstle personal injury and properly damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSV/NU Ovally CIIINb.DSB-09 and SCSI auldhp Componart 6904 Parke East Blvd. &Amy BMumrafbnavalable from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type a 4 Qty Ply 715458178 17128T0 F04 Floor 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:20:56 2018 Page 1 I D:?KVLnJdmeFL?cdV8wJvVi lzmCW-J5umDaZ9aH762?I 1 r2UiayESbmBSB W wN DM W kezy0_1 b 0-1-8 H 1-3 0 I 1 1-1-4 I t-5-'3 0-1-8 Sc21e=1:40.3 4x6= 3x6= 1.5x3= 1.5x3= 4x6= 3x6 FP= 4x6= 6x8= 1.5x3= 1 2 3 4 5 6 7 8 9 10 11 12 28 VY 4/ N / N N- `N - ` �g 30 29 Re 24 23 22 21 20 19 18 17 16 15 14 13 4x6= 4x6= 3x12 M18SHS FP= 1.5x3 II 1.5x3 II 4x6= 4x6= 4x6= 1.5x3 II 21-10-4 1-6-0 4-0-0 6-6-0 9-0-0 12-10-4 15-4-4 17-10-4 20-4-4 21-8-1228-3-1i2 23-9-12 1-6-0 i 23.0 2-6-0 2-6-0 I 3-10-4 I 2-6-0 i 2-6-0 I 2-6-0 I 1-4-8 -8 0 1-6-0 I 0-5-8 Plate Offsets(X,Y)-- (1:Edge,0-1-81,(3:0-1-12,Edge),(5:0-1-8,Edgel,[6:0-1-8,Edgel,(11:0-2-12,Edgel,(12:0-1-8,Edgel,(16:0-2-12,Edgel,(26:0-2-12,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.70 Vert(LL) -0.45 20-21 >577 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.91 Vert(CT) -0.62 20-21 >421 240 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES I WB 0.75 Horz(CT) 0.10 15 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 I Matrix-S Weight:126 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(flat) TOP CHORD Structural wood sheathing directly applied or 4-9-8 oc purlins, BOT CHORD 2x4 SP No.1(flat)*Except* except end verticals. 13-23:2x4 SP SS(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3(flat) 2-2-0 oc bracing:22-24 6-0-0 oc bracing:15-16,14-15. REACTIONS. (lb/size) 27=1173/0-4-12,15=1406/0-5-8 Max Gray 27=1179(LC 3),15=1406(LC 1) FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-27=-1174/0,1-2=-1222/0,2-3=-3094/0,3-4=4373/0,4-5=-5079/0,5-6.5282/0, 6-7=-5071/0,7-9=-4355/0,9-10=-3064/0,10-11=-1190/0 BOT CHORD 25-26=0/2307,24-25=0/3855,22-24=0/4865,21-22=0/5282,20-21-0/5282,19-20=0/5282, 18-19=0/4851,17-18=0/3834,16-17=0/2265 WEBS 11-15=-1341/0,1-26--0/1579,11-16=0/1571,2-26=-1509/0,10-16=-1495/0,2-25=0/1095, 10-17=0/1124,3-25=-1058/0,9-17=-1084/0,3-24=0/720,9-18=0/733,4-24=-684/0, 7-18=-697/0,4-22=-8/462,7-19=0/480,5-22=-566/166,6-19=-592/142 NOTES- 1) OTES1)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. Thomas A.Albani PE No.31380 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 31,2018 MI 0 WARNING-Verify design perametera end 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 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 damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIIII Qualify CAod%DS8-89 and SCS/riding Component 6904 Parke East Blvd. Safety irllamo//wravakable from truss Plate Institute,218 N.Lee Sheet,Suite 312.Alexandda.VA 22314. Tampa,FL 33610 Job Truss Truss Type 4 Oty Ply 715458179 17128T0 F05 Floor 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8,220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:20:57 2018 Page 1 I D:?INLnJdmeFL?cdV8wJvVilzmCW-nHS9QwanLbFzg9sDOm?x69nB79aSwyVXROGHAPyO_1 a 0-1-8 HI 1-3-0 I 1-10-12 I 0HO Scale=1:37.6 4x6= 1.5x3= 4x6= 1.5x3 I 1.5x3 II 3x6 FP= 4x6= 4x6= 5x6 II 1 2 3 4 5 6 7 8 9 10 11 12 �-� N /N: ®/ 'X / N / N;./ r 1;• to • 23 22 21 20 19 18 17 16 15 14 13 4x6= 3x12 M18SHS FP= 3x6= 4x6= 4x6= 1.5x3 II 4x6= 1-6-0 4-0-0I 6-6-0 I 13-7-12 I 16-1-12 I 18-7-12 I 21-4-12 21]7112 1-6-0 2-6-0 2-6-0 7-1-12 2-6-0 2-6-0 2-9-0 0-3-0 Plate Offsets(X,Y)-- f1:Edge,0-1-81,13:0-1-12,Edgel,111:0-2-12,Edgel,[12:0-3-0,Edge1,[14:0-1-8,Edgel,118:0-1-8,Edgel,119:0-1-8,Edge],123:0-2-12,Edgel LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.97 Vert(LL) -0.44 17-18 >576 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.74 Vert(CT) -0.61 17-18 >419 240 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(CT) -0.02 12 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight:112 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(flat) TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1(flat)*Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 13-21:2x4 SP SS(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 24=1160/0-4-12,12=1166/0-3-0 FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-24=-1154/0,1-2=-1199/0,2-3=-3037/0,3-4=-4256/0,4-5=-5057/0,5-6=-5057/0, 6-7=-5057/0,7-9=-4701/0,9-10=-3751/0,10-11=-2234/0,11-12=-1283/0 BOT CHORD 22-23=0/2264,20-22=0/3777,19-20=0/4728,18-19-0/5057,17-18=0/4998,16-17-0/4357, 15-16=0/3124,14-15=0/1280 WEBS 11-14=-1050/0,12-14=0/1667,11-15=0/1296,1-23=0/1548,10-15=-1239/0, 2-23=-1482/0,10-16=0/872,2-22=0/1075,9-16=-842/0,3-22=-1030/0,9-17-0/478, 3-20=0/665,7-17=-456/0,4-20=-658/0,7-18=-303/543,4-19=-58/789,5-19=-367/0, 6-18=-263/82 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)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6)CAUTION,Do not erect truss backwards. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cart 6634 6904 Parka East Blvd.Tampa FL 33610 Date: October 31,2018 r, I ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE NI-7473 rev.10103/2015 BEFORE USE. fat Design valid for use only with MiTek®connectors.IIs 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//NI Quay Ctf., DSI-89 and WS!Suldlry Component 6904 Parke East Blvd. Safety into maMonavarable from Truss Plate institute.218 N.Lee Sheet,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type r 4 Oty Ply TI5458180 17128T0 F06 Floor 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:20:58 2018 Page 1 I D:?KV LnJdmeFL?cdV8wJvVi lzmCVV-FU?XeGbP6vNgHJ RQyTW AfNJ W JZOOfYhggg?rjry0_1 Z 0-3-0 I I I 1-3-0 17 9 - - ! F---r Scale=1:11.8 3x4= 1 3x4= 21.5x3 I, 3 3x4= 4 I • o s • 1.5x3= 0 q • 1.5x3 H 3x4= 1 8 7 6 3x4= 3x6= 3x4= 491I 6-3-1 4-9-1 1-6-0 Plate Offsets(X,Y)-- (3:0-1-8,Edge),14:0-1-8,Edgel,(8:0-1-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.37 Vert(LL) -0.03 7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.33 Vert(CT) -0.04 7 >999 240 BOLL 0.0 Rep Stress incr YES WB 0.22 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight:36 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) 9=314/0-5-8,5=320/0-5-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-9=-337/0,4-5=-323/0,1-2=384/0,2-3=-384/0 BOT CHORD 7-8=0/384,6-7=0/384 WEBS 4-6=0/300,1-8=0/465 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. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cart 6634 8904 Parke East Blvd.Tampa FL 33610 Date: October 31,2018 a r A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Md-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 lndNidual bulding 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.seeANSUIPII Qual ly Crbda,DSB-89 and SCSI Building Componanf 6904 Parke East Blvd. Safely Inlannationavalable from Truss Plate institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type i ` Oty Ply T15458181 17128T0 F07 Floor 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 0620:59 2018 Page 1 ID:?KVLnJdmeFL?cdV8wJvVilzmCVV jgZvrcc 1 tCVhvSOcW B2PCasgPzJiOz6pvKlOFlyO_1 Y 0-3-0 H I 1-3-0 I I 1-4-12 I 1-8-12 I ��r8 sae.1:28.3 3x6= 1.5x3 II 3x6 FP= 3x8= 1.5x3 H 1.5x3= 1 2 3 4 5 6 7 8 9 10 o .4144444\ /111. X 40••••,i24 q_N /—N / N • 21 20 19 17 16 15 14 13 12 • 3x6= 1.5x3 II 1.5x3 'I 3x6 FP= 1 5-9-4 5-1pr12 17-0-0 1 5.9-4 021L8 11-14 Plate Offsets(X,Y)-- (3:0-1-8,Edge),(8:0-1-8,Edge),(10:0-1-8,Edge),(16:0-1-8,Edge),(21:0-1-8,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.41 Vert(LL) -0.08 14-15 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.56 Vert(CT) -0.10 14-15 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(CT) 0.01 11 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight:92 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, Except: 6-0-0 oc bracing:18-19,17-18. REACTIONS. (lb/size) 22=227/0-5-8,11=559/0-5-8,18=1030/0-5-8 Max Gray 22=260(LC 10),11=580(LC 7),18=1030(LC 1) FORCES. (Ib)-Max.Comp./Max Ten.-All fortes 250(lb)or less except when shown. TOP CHORD 1-22=-266/0,10-11=-573/0,1-2=-277/0,2-3=-277/0,5-6=-409/78,6-7=-1244/0, 7-8=-1244/0,8-9=-1169/0,9-10=-545/0 BOT CHORD 20-21=0/277,19-20=0/277,18-19=-405/0,17-18=-405/0,16-17=0/912,15-16=0/1244, 14-15=0/1244,12-14=0/1022 WEBS 5-18=-986/0,1-21-0/332,5-19=0/386,3-19=-381/0,10-12-0/701,5-17=0/711, 9-12=-663/0,6-17=-716/0,6-16=0/585,7-16=-257/0 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. Thomas A.Alban'PE No.39380 Mack USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 31,2018 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE AIN-7473 rev.10032015 BEFORE USE Design valid for use only Wit)MiTek®connectors.This design is based only upon parameters shown,and Is for an hdlvIdual buCdl ng component,not111111 I 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/IN1 Quay Claim DSB-89 and BCSI Building Component 6904 Parke East Bbd. Safety Wotmottonovalable from Truss Rale institute,218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job I Truss Truss Type ` * Oty Ply 1 T15458182 17128T0 F08 Floor 1 1 i Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:21:00 2018 Page 1 I D:?KVLnJdmeFL?cdV8wJvVi IzmC VV-Bs7H3ycfe W dYXcbo4uZekoPr4Nft7OLz7zUynkyO_1X 0-1-8 H 1 1-3-0 1-6-4 1-8-12 0''�1xp 8 Scdle=1:28.7 1.5x3= 1.5x3 I, 3x6 FP= 3x8= 1.5x3 II 1.5x3= 1 2 3 4 5 6 7 8 9 10 'IN: 23 mN / N / N N4124 1.5x3 11 1.5x3 II 3x6 FP= 5-9-4 5-10(12 17-0-0 5-9-4 0-'1'43 11-1-4 Plate Offsets(X,Y)-- (3:0-1-8,Edge],(8:0-1-8,Edge),(10:0-1-8,Edge],(16:0-1-8,Edge],(21:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.42 Vert(LL) -0.08 14-15 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.56 Vert(CT) -0.10 14-15 >999 240 BOLL 0.0 Rep Stress Incr YES WB 0.34 Horz(CT) 0.01 11 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight:90 Ib 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, Except: 6-0-0 oc bracing:18-19,17-18. REACTIONS. (lb/size) 22=236/0-5-8,11=558/0-5-8,18=1036/0-5-8 Max Gray 22=266(LC 10),11=580(LC 7),18=1036(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-22=-274/0,10-11.573/0,1-2=-274/0,2-3=-274/0,5-6=-409/91,6-7=-1243/0, 7-8=-1243/0,8-9=-1169/0,9-10=-545/0 BOT CHORD 20-21=0/274,19-20=0/274,18-19=-406/0,17-18=-406/0,16-17=0/911,15-16=0/1243, 14-15=0/1243,12-14=0/1022 WEBS 5-18=-992/0,1-21=0/346,5-19=0/390,3-19=-384/0,10-12=0/701,5-17=0/712, 9-12=-663/0,6-17=-718/0,6-16=0/591,7-16=-259/0 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. Thomas A.Albani PE No.39380 Mitek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 31,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/fEK REFERANCE PAGE Ma-7073 rev.10/03/2015 BEFORE USE. Mit Design valid for use only with MITeke connectors.This design is based only upon parameters shown,and is for an individual boNding 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/1PII Quail),Climb,05849 and BCS/folding Component 6904 Parke East Blvd. Safety rn/orma#osrvvdlable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type 1 • Qty Ply T15458183 17128T0 FT01 FLOOR 8 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:21:01 2018 Page 1 ID:?KVLnJdmeFL?cdV8wJvVilzmCVV-g3hfGldIPgIP8mA?db4tH?xwynxEsx86MdEVJAyO_1 W Q 2- 0-7-8 I 2-6-5 I 3-7-12 I 7-5-8 0-2-8 0-5-0 1-10-13 1-1-7 3-9-12 Scale=1:14.3 0.25 12 7x6 II S 33x8 l 42x4 I I 10 1 11 2 • J _ a )M ,o • I • q • 4x5= 9 8 7 4x10 I I 3x4 II 0-7-8I 2-6-5 I 3-7-12 I 7-5-8 0-7-8 1-10-13 1-1-7 3-9-12 Plate Offsets(X,Y)-- 12:0-0-1,0-2-121,15:0-3-0,0-2-121,19:Edge,0-2-121,[9:0-0-0,0-2-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.79 Vert(LL) -0.22 7 >367 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.75 Vert(CT) -0.31 7 >260 240 BCLL 0.0 Rep Stress Incr YES WB 0.11 • Horz(CT) 0.06 6 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MS Weight:29 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*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 6-10,2-9:2x6 SP No.2 REACTIONS. (lb/size) 6=561/0-5-8,2=660/0-4-8 FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 5-6=-365/0 BOT CHORD 6-7=0/492 WEBS 5-7=-359/0,2-9=0/328,3-8=-255/0 NOTES- 1)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2. 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)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. Thomas A.Albani PE No.39380 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 31,2018 0 WARNEIG-Verify dedgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIf-7473 rev.10/93/2015 BEFORE USE. pill 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 tries system.Before use.the building designer must verify the applicat+city 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 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 seeAA Lltelt Ovally Caleb,DS8-89 and Bat Binding Component 6904 Parke East Blvd. Safety 8rfotmolbn'rvdlable from Truss Plate institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type • I Qty Ply TI5458184 17128T0 'HJO2 Diagonal Hip Girder 12 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:21:02 2018 Page 1 ID:?KVLnJdmeFL?cdV8wJvVilzmCVV-8FF2UeewA7tGmwIBBJb6pDUEyAQSbP8GbHz2scyO_1 V 439 4-3-9 Scale=1:13.4 2 4.24 12 Special � NAILED 7 w q N 1 ?)Y1 B 3 NAILED NAILED 3x4 11 as 11 4-3-9 4-3-9 Plate Offsets(X,Y)-- [1:0-3-14,0-5-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.02 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.03 3-6 >999 180 • • BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(CT) 0.01 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:15 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-3-9 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=112/Mechanical,3=68/Mechanical,1=175/0-7-0 Max Horz 1=61(LC 8) Max Uplift 2=-63(LC 8),3=-15(LC 8),1=-39(LC 8) Max Gray 2=112(LC 1),3=79(LC 3),1=175(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=45ft;L=24tt;eave=4ft;Cat. II;Exp C;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 63 lb uplift at joint 2,15 lb uplift at joint 3 and 39 lb uplift at joint 1. 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+Root Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-2=-60,3-4=-20 Concentrated Loads(Ib) Vert:8=-17(F=-9,B=-8) Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 8834 8904 Parke East Blvd.Tampa FL 33810 Date: October 31,2018 moo r 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 110-7473 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 indlvlduai bueding component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITek* Is always required for stability and to prevent collapse 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 Clua1y Citeda,058-89 and BCS/Belding Component 6904 Parke East Blvd. SaN/y►r/amattonovdtable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria VA 22314. Tampa.FL 33610 Job I Truss Truss Type • Qty Ply TI5458185 17128T0 HJO4 Diagonal Hip Girder 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 S Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:21:03 2018 Page 1 ID:?KVLnJdmeFL?cdV8wJvVilzmCVV-cRpQhzfYxR?7O4KNI06LMQOM5akdKsNPgxjcO3yO_1 U 5-7-2 5-7-2 Scale=1:16.6 2 ,� 4.24 12 Special NAILED 7 C o t u N N N 1 8 3 NAILED NAILED 3x4 I I 3x6 I'. 5-7-2 5-7-2 Plate Offsets(X,Y)-- [1:0-3-14,0-5-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Inc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.06 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.30 Vert(CT) -0.10 3-6 >685 180 BCLL 0.0 ` Rep Stress Incr NO WB 0.00 Horz(CT) 0.02 1 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:19 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=148/Mechanical,3=82/Mechanical,1=230/0-7-0 Max Horz 1=80(LC 8) Max Uplift 2=-83(LC 8),3=-7(LC 8),1=53(LC 8) Max Gray 2=148(LC 1),3=103(LC 3),1=230(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.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;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.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 83 lb uplift at joint 2,7 lb uplift at joint 3 and 53 lb uplift at joint 1. 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.1485(3.25")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=-60,3-4=-20 Concentrated Loads(Ib) Vert:8=-17(F=-9,B=-8) Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cott 8834 6904 Parke East Blvd.Tampa FL 33810 Oats: October 31,2018 E A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 610-7473 rev.10032015 BEFORE USE. 11111 Design valid for use only with Mitek®connectors.this design 8 based only upon parameters shown,and is for an individual bulding component.not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate 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 MiTek' Ls 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.seeANl1/71,1t Dually COMM,05049 and KM addiv Component 6904 Parke East Blvd. Safetyh(amafoavvdtabie from truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type ' Qty Ply T15458186 117128T0 HJ12 Diagonal Hip Girder 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:21:04 2018 Page 1 ID:?KVLnJdmeFL?cdV8wJvVilzmCVV-4dNouJgAil7_?EvaJkdaveZZ253JdZ2bS9wVy0_1 T 3-4-3 5-7-2 3-4-3 2-3-0 3 Scale=1:12.7 2.Sp 12 � Special NAILED 5x6= 2 10 1 — — j X m 5 jl 4- co o , — — o 11 NAILED 6 2x4 NAILED 3x4= 3-4-3 5-7-2 3-4-3 2-3-0 Plate Offsets(X,Y)-- (2:0-1-12,0-0-7],[2:0-2-12,0-2-14],]5:0-0-0,0-1-12] 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 0.22 Vert(LL) -0.03 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.05 4-5 >999 180 BCLL 0.0 * Rep Stress incr NO WB 0.00 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MR Weight:18 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins. BOT CHORD 2x4 SP No.1'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-6:2x4 SP No.3 REACTIONS. (lb/size) 1=226/0-7-0,3=123/Mechanical,4=103/Mechanical Max Horz 1=61(LC 4) Max Uplift 1=64(LC 4),3=61(LC 4),4=-23(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-366/97 BOT CHORD 1-6=-132/329 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;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.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 1,61 lb uplift at joint 3 and 23 lb uplift at joint 4. 6)'NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.1485(3.25")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=-60,6-7=-20,4-5=-20 Concentrated Loads(Ib) Vert:11=-10(F=-5,B=-5) Thomas A.Albani PE No.39380 Wel(USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 31,2018 � 1 N 0 WARNING-Nerdy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ma 7473 rev.10/032015 BEFORE USE 1111. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an individual bulding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate 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,seeANSt/I1111 Quay C,NAa,DSB-89 and BCS/Building Component 6904 Parke East Blvd. Satelyhdbneattonavalable from Truss Plate Institute.2t8 N.Lee Street.Suite 312,Nexandrka,VA 22314. Tampa,FL 33610 'Job Truss Truss Type ' ' Oty Ply T15458187 17128T0 HJ22 Diagonal Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:21:05 2018 Page 1 ID:?KVLnJdmeFL?cdV8wJvVilzmCVV-YgwA6fgoT2GrdOUmsR8pRr6ivOPpomtiHFCjSxyO_1 S 5-7-2 5-7-2 Scale:1".1' 2 2.83 12 NAILED 7 Special 1 ♦ 3x8 11 8 3 NAILED NAILED 3x4= 0-3-8 5-7-2 0-3-8 l 5-3-10 Plate Offsets(X,Y)-- [1:0-0-0,0-1-5],[1:0-3-1,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.09 3-6 >719 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.10 3-6 >687 180 BCLL 0.0 * Rep Stress incr NO WB 0.00 Horz(CT) 0.01 1 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:19 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc puffins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=146/Mechanical,3=87/Mechanical,1=232/0-4-15 Max Horz 1=61(LC 17) Max Uplift 2=-98(LC 4),3=-67(LC 4),1=-145(LC 4) Max Gray 2=146(LC 1),3=102(LC 3),1=232(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,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.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 98 lb uplift at joint 2,67 lb uplift at joint 3 and 145 lb uplift at joint 1. 6)"NAILED"indicates 3-10d(0.148"x3`)or 2-12d(0.1485(3.25")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=-60,3-4=-20 Concentrated Loads(Ib) Vert:8=-22(F=-10,B=-12) Thomas A.A@ani PE No.39380 MiTek USA,Inc.FL Cert 8834 8904 Parke East BNd.Tampa FL 33610 Data: October 31,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1111-7473 rev.101032015 BEFORE USE. Design valid for use oNy with MITek®connectors.This design Is based only upon parameters shown,and Is for an kndMdual building component,not a truss system.Before use,the bulking designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of IndMdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage,delivery.erection and tracing of trusses and truss systems.seeA j1PIl Greatly Cited,.DSO-89 aid/CJISeedily Component 6904 Parke East Blvd. Softly hyannaMgtavdtaTie from Truss Plate Institute.218 N.Lee Street.Suite 312,Nexandrla,VA 22314. Tampa,FL 33610 Job Truss Truss Type • Qty Ply 715458188 17128T0 HJ32 Diagonal Hip Girder 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:21:06 2018 Page 1 ID:?KVLnJdmeFL?cdVBwJvVilzmCW-000YJ?hQEMOiFX3yQ9g2_3ettnm?XD7rWvxG?Oy0_1 R I 5-7-2 I 5-7-2 Scale=1:17.3 2 4.24 12 NAILED Special 9 1 a • II / 10 3 NAILED NAILED 3x4 II 3x6 II I 5-7-2 5-6-12 Plate Offsets(X,Y)-- 11:0-3-14,0-5-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.05 3-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.07 3-8 >895 180 BCLL 0.0 • Rep Stress Incr NO WB 0.00 Horz(CT) 0.02 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:19 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=141/Mechanical,3=75/Mechanical,1=244/0-7-0 Max Horz 1=80(LC 8) Max Uplift 2=-81(LC 8),3=-6(LC 8),1=-56(LC 8) Max Gray 2=141(LC 1),3=98(LC 3),1=244(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=45ft;L=24ft;eave=4ft;Cat. II;Exp C;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 81 lb uplift at joint 2,6 lb uplift at joint 3 and 56 lb uplift at joint 1. 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(ptf) Vert:1-2=-60,3-4=-20 Concentrated Loads(Ib) Vert:10=-17(F=-8,B=-9) Thomas A.Albani PE No.39380 Muck USA.Inc.FL Ce t 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 31,2018 � r a WARNING-Verily deign parameters and READ NOTES ON THIS AND INCLUDED AITEKREFERANCE PAGE A -7473 rev.10/032015 BEFORE USE Design valid for use only wlih MiTek®connectors.TNs design is based only upon parameters shown,and Is for an individual buNdl ng 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.seeAMV7MI amity COMM,DS84 and/CS IWdtg Component 6904 Parke East Blvd. Safety bdormaKortavdiable from Truss Plate institute,218 N.Lee Sheet.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job ITruss Truss Type ' Qty Ply T15458189 17128T0 HJ42 Diagonal Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:21:07 2018 Page 1 ID:?KVLnJdmeFL?cdV8wJvVilzmCW-UC2xXLi2_gWYshd8_sBHWGB4GB3?GgN?kZhpXgyo_1 Q 3-4-3 5-7-2 3-4-3 2-2-15 Scale=1:16.8 3 1, 1E 4.24112 Special NAILED3x4 11 2 0 10 t1 N 1 tAt ■ 4x5= 4 111 11 6 NAILED 2x4 II NAILED 2x4 I I 3x6 II 3-4-3 5-7-2 3-4-3 2-2-15 Plate Offsets(X,Y)-- 11:0-3-14,0-5-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.03 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.05 4-5 >999 180 BCLL 0.0 * Rep Stress lncr NO WB 0.00 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MR Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins. BOT CHORD 2x4 SP No.1 'Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-6:2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 3=123/Mechanical,4=107/Mechanical,1=230/0-7-0 Max Horz 1=80(LC 8) Max Uplift 3=-62(LC 8),4=-28(LC 8),1=-53(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-297/75 BOT CHORD 1-6=-118/254 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;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 62 lb uplift at joint 3,28 lb uplift at joint 4 and 53 lb uplift at joint 1. 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=-60,6-7=-20,4-5=-20 Concentrated Loads(Ib) Vert:11=-17(F=-9,B=-8) Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cart 6634 8904 Parke East Blvd.Tampa FL 33610 Date: October 31,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M11-7473 rev.10/93/1015 BEFORE USE. INll 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,seeANSf/IPI1 QuaSly Cdada,DSS-89 and SCSI Suldhig Compon.nt 6904 Parke East Blvd. Safely Itlatmallotpvafkable from Truss Plate Institute.218 N.Lee Street.Suite 312,Nexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T15458190 17128T0 HJ52 Diagonal Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:21:07 2018 Page 1 ID:?KVLnJdmeFL?cdV8wJvVilzmCVV-UC2xXLi2_gWYshd8_SBH WGB3vBNGgN?kZhpXgyO_i 0 5-7-2 5-7-2 Scale=1:17.3 2 4.24 112 7a Io NAILED NAILED 9 I I o N n � N N 10 3 NAILED NAILED 2x4 3x6 II P 3-81 5-7-2 0-3-8 5-3-10 Plate Offsets(X,V)-- (1:0-3-14,0-5-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.07 3-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.24 Vert(CT) -0.06 3-8 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(CT) -0.02 2 n/a n/a BCDL 10.0 I Code FBC2017/TPI2014 Matrix-MP Weight:19 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=137/Mechanical,3=71/Mechanical,1=253/0-4-15 Max Horz 1=80(LC 21) Max Uplift 2=-88(LC 8),3=58(LC 8),1=-133(LC 8) Max Gray 2=137(LC 1),3=94(LC 3),1=253(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=45ft;L=24ft;eave=oft;Cat. II;Exp C;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)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 2,58 lb uplift at joint 3 and 133 lb uplift at joint 1. 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=-60,3-4=-20 Concentrated Loads(Ib) Vert:10=-19(F=-10,B=-9) Thomas A.Albani PE No.39380 Wok USA,Inc.FL Cott 6634 6904 Parks East Blvd.Tampa FL 33610 Date: October 31,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ma-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 banding 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,seeANSHiPII Qualify C/Mtb,DS8-89 and SCSI Maw Compcn nt 6904 Parke East Bivd. Safety btomianorpvallable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 ;Job Truss Truss Type ' Qty Ply TI5458191 17128T0 J01 Corner Jack2 1 L__ Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:21:08 2018 Page 1 ID:?KVLnJdmeFL?cdV8wJvVilzmCVV-yPcJkhjhlzePUrCLYaiW3Tkl6bVx?7d8zDON3GyO_1 P 1-10-15 I 1-10-15 Scale=1:10.7 2 6.00 12 1 .40. 3x5 II 3 1-10-15 1 1-10-15 Plate Offsets(X,Y)-- 11:0-0-1,0-0-3),11:0-0-3,0-5-0),f1:0-2-8,0-0-7) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 nia n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=47/Mechanical,3=29/Mechanical,1=76/0-5-8 Max Horz 1=39(LC 12) Max Uplift 2=-30(LC 12),3=-5(LC 12),1=-4(LC 12) Max Gray 2=47(LC 1),3=34(LC 3),1=76(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=2411;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 30 lb uplift at joint 2,5 lb uplift at joint 3 and 4 lb uplift at joint 1. Thomas A.Albani PE No.383130 MTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 31,2018 i A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.16/032015 BEFORE USE. MN Design valid for use only with MITeka connectors.This design is based only upon parameters shown,and is for an Individual buNding component not a truss system.Before use,the bulking designer must verify the applicability of design parameters and properly Incorporate this design into the overall bolding design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Miiek' 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/IPfr Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety hlbtmallonavdlable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 i Job Truss Truss Type ' I Qty Ply I T15458192 II 17128TO J02 Corner Jack 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:21:09 2018 Page 1 I D:?KV LnJdmeFL?cdV8wJvVi lzmCVV-RbAhy1 jJ W HmG6?nX5H DIchGT5?rDkatlCtAwbjyO_10 2-1-1 2-1-1 Scale=1:10.7 2 6.00 FIT 1 II I ei 3 3x5 II 2-1-1 2-1-1 Plate Offsets(X,Y)-- [1:0-0-1,0-0-3],[1:0-0-3,0-5-0],[1:0-2-8,0-0-7] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) -0.00 6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MP Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-1-1 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=48/Mechanical,3=27/Mechanical,1=76/0-5-8 Max Horz 1=38(LC 12) Max Uplift 2=-30(LC 12),3=-3(LC 12),1—4(LC 12) Max Gray 2=48(LC 1),3=35(LC 3),1=76(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.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 30 lb uplift at joint 2,3 lb uplift at joint 3 and 4 lb uplift at joint 1. Thomas A.Albani PE No.39380 IITek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 31,2018 A 1 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ma-7473 rev.10/032015 BEFORE USE. IIIII Design valid for use only with MITekv connectors.This design Is based only upon parameters shown,and Is for 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 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//PII Qualfy Cr oda,0511d9 and 8CII adding Cornpon of 6904 Parke East Blvd. Satisfy Itlennalbiasvdtable from Truss Plate Institute,2113N.Lee Street,Suite 312,Mexandda,VA 22314. Tampa.FL 33610 'Job Truss Truss Type Qty Ply T15458193 17128TO J11 Corner Jack 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:21:10 2018 Page 1 ID:?KVLnJdmeFL?cdV8wJvVilzmCVV-vnk39NkxHbu7j9Mjf_k_8upeXPBWTO6RRXvT89yO_1 N 1-10-15 1-10-15 Scale=1:8.8 4.00 12 2 1 V N n N .+ p 3 3x4 = 1-10-15 1-10-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) -0.00 6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 j Matrix-MP Weight:6 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=76/0-5-8,2=51/Mechanical,3=25/Mechanical Max Horz 1=26(LC 12) Max Uplift 1=-i2(LC 12),2=29(LC 12) Max Gray 1=76(LC 1),2=51(LC 1),3=36(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=2411;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 12 lb uplift at joint 1 and 29 lb uplift at joint 2. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Date: October 31,2018 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1/1-7473 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 KR** lT e 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,seeANSY/PII Qualy CAM/la,0S0a9 and SCSI Stieda g Component 6904 Parke East Blvd. safety b7/onnadonovdlabie from Truss Plate institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply TI5458194 117128TO J12 Corner Jack 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:21:10 2018 Page 1 ID:?KVLnJdmeFL?cdV8wJvVilzmCVV-vnk39NkxHbu7j9Mjf_k_8upeXPBXTO6RRXvT89yO_1 N 2-1-1 2-1-1 p Scale=1:8.8 4.00 12 2 1 111SP 3 3x4= 2-1-1 2-1-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) -0.00 3-6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:6 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-1-1 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=76/0-5-8,2=51/Mechanical,3=24/Mechanical Max Horz 1=25(LC 12) Max Uplift 1=-11(LC 12),2=-29(LC 12) Max Gray 1=76(LC 1),2=51(LC 1),3=37(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24tt;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.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 11 lb uplift at joint 1 and 29 lb uplift at joint 2. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 66U 8904 Parke East Blvd.Tampa FL 33610 Date: October 31,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M9-7473 rev.101032015 BEFORE USE. Design valid for use only with MITeke 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 verify the applicability of design parameters and properly incorporate this design into the overall balding design. Bracing Indicated k to prevent buckling of individual truss web and/of 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 P f Oualy Cando,DS8-89 and SCSI Sinding Compon.nt 6904 Parke East Blvd. SaA/y Intennation3vdiabie from Truss Flare Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply T15458195 17128TO J21 Corner Jack 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:21:11 2018 Page 1 I D:?KV LnJdmeFL?cdV8wJvVi lzmC VV-N_I RMi IZ2u0_LJxwDi FDh6MpEoXaCTMbtBf 1 gbyO_1 M 1-10-15 1-10-15 Scale=1:8.8 4.00 12 2 1 u: N (� N N O I O 3 40,0 3x6 H 3x4= 0-3-0 1-10-15 0-3-0 1-7-15 -H Plate Offsets(X,Y)-- [1:0-0-0,0-1-4],(1:0-1-8,0-7-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=44/Mechanical,3=32/Mechanical,1=76/0-3-8 Max Horz 1=26(LC 12) Max Uplift 2=-30(LC 12),3=-25(LC 12),1=-39(LC 12) Max Gray 2=44(LC 1),3=32(LC 3),1=76(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=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 30 lb uplift at joint 2,25 lb uplift at joint 3 and 39 lb uplift at joint 1. Thomas A.Albani PE No.39380 MiTek USA,Inc.Ft.Cert 6634 6904 Parke East Blvd.Tampa FL 33810 Date: October 31,2018 r, r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MWTEK REFERANCE PAGE Ma-7473 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 possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPII Qua y Weitz DS8-89 and RCN adding Component 6904 Parke East Blvd. Safety Idormaaavvallable from Truss Plate Institute,218 N.Lee Street.Sate 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type ' Qty Ply T15458196 17128T0 J22 Corner Jack 1 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:21:12 2018 Page 1 ID:?KVLnJdmeFL?cdV8wJvVilzmCW-rAsga2mBpC8rzSW6nPnSDJu_tCtvxwckurOaC1yO_1 L 2-1-1 2-1-1 Scale=1:8.8 4.00 12 2 1 co co 3 3x6 3x4= 0-3-0 2-1-1 0-3-0 1-10-1 Plate Offsets(X,Y)-- f1:0-0-0,0-1-41,(1:0-1-8,0-7-01 I � LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 1 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MP Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-1-1 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=47/Mechanical,3=28/Mechanical,1=76/0-3-8 Max Horz 1=25(LC 12) Max Uplift 2=-33(LC 12),3=-22(LC 12),1=-40(LC 12) Max Gray 2=47(LC 1),3=31(LC 3),1=76(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)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) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 33 lb uplift at joint 2,22 lb uplift at joint 3 and 40 lb uplift at joint 1. Thomas A.Albani PE No.39390 MiTek USA,Inc.FL Cart 6834 6904 Parke East Blvd.Tampa FL 33810 Date: October 31,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ma-7473 rev.10/73/2015 BEFORE USE. mll Design valid for use only with Mitek®connectors.lhis design is based only upon parameters shown,and is for an individual bolding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design kilo 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 Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSVTPll Dually C/MM,DSS-89 and SCSI Buldhtg Component 6904 Parke East Blvd. Safely/arena lonavdtade horn Truss Plate institute,218 N.Lee Street.Suite 312,Nexandda.VA 22314. Tampa,FL 33610 Job Truss Truss Type ' Qty Ply TI5458197 17128TO J31 Corner Jack 6 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:21:13 2018 Page 1 ID:?KVLnJdmeFL?cdV8wJvVilzmCVV-JMPCnOmpaWGiac51K7IhmXR9rcD6gNst7V881UyO_1 K 1-10-15 1-10-15 Scale=1:10.7 2 6.00 12 3x5 I I 3 1-10-15 1-10-15 Plate Offsets(X,Y)-- [1:0-0-1,0-0-3j,f1:0-0-3,0-5-01,11:0-2-8,0-0-71 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 0.03 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 rsa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=47/Mechanical,3=29/Mechanical,1=76/0-5-8 Max Horz 1=39(LC 12) Max Uplift 2=-30(LC 12),3=-5(LC 12),1=-4(LC 12) Max Gray 2=47(LC 1),3=34(LC 3),1=76(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=5.0psf;BCDL=5.Opsf;h=25ff;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 30 lb uplift at joint 2,5 lb uplift at joint 3 and 4 lb uplift at joint 1. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 8634 6904 Parke East Blvd.Tampa FL 33610 Date: October 31,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE Ma-7473 rev.10103/2015 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 funding designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. BracIg 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.seeA/IW/►Pli Qualy C/Bab,DSB-89 and DCS/Balding Compon.nt 6904 Parke East Blvd. Safety h/om/arronavdiabie from Truss Plate Institute.218 N.Lee Sheet.Suite 312.PJexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 115458198 17128T0 J32 Corner Jack 6 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:21:13 2018 Page 1 ID:?KVLnJdmeFL?cdV8wJvVilzmCVV-JMPCnOmpaWGiac51K7lhmXR9scD9gNst7V881Uy0_1 K 2-1-1 2-1-1 Scale=1:10.7 6.00 12 2 4 1 • ro m 3 355 11 2-1-1 2-1-1 Plate Offsets(X,Y)-- F1:0-0-1,0-0-3),11:0-0-3,0-5-01,(1:0-2-8,0-0-7) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) -0.00 6 >999 180 BCLL 0.0 * Rep Stress incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MP Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-1-1 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=48/Mechanical,3=27/Mechanical,1=76/0-5-8 Max Horz 1=38(LC 12) Max Uplift 2=-30(LC 12),3=-3(LC 12),1=-4(LC 12) Max Gray 2=48(LC 1),3=35(LC 3),1=76(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=25tt;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 30 lb uplift at joint 2,3 lb uplift at joint 3 and 4 lb uplift at joint 1. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 31,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MflEK 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 buikAng designer must verify the applbablity 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 injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeAAfsf/7P/i Dually Clhtb,DSS-$P and SCSI adding Componmf 6904 Parke East Blvd. Safely idonna/bnavallable from Truss Plate Institute,218 N.Lee Street.Suite 312.Aiexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply 1 T15458199 17128T0 I J41 Corner Jack 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:21:14 2018 Page 1 ID:?KVLnJdmeFL?cdV8wJvVilzmCVV-nZza?knRLpOZCmgVugpwJk_KOOYAPg61 L9thHwyO_1J 1-10-15 i 1-10-15 Scale=1:10.7 2 6.00 12 1 • 3 3x5 0-3-0 1-10-15 0-3-0 1-7-15 Plate Offsets(X,Y)-- (1:0-0-1,0-0-3j,(1:0-0 3,0 5 Oj,(1:0-2-8,0-0-71 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) 0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(CT) -0.00 6 >999 180 BCLL 0.0 ' • Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=47/Mechanical,3=29/Mechanical,1=76/0-3-8 Max Horz 1=39(LC 12) Max Uplift 2=-36(LC 12),3=-26(LC 12),1=31(LC 12) Max Gray 2=47(LC 1),3=34(LC 3),1=76(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=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 36 lb uplift at joint 2,26 lb uplift at joint 3 and 31 lb uplift at joint 1. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 31,2018 t, I WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.ltW3/2015 BEFORE USE. 11111 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 bullring 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 truss systems.seeMtwXyl Cooly Cdteda,DT 49 and 1051 Isetenp Component 6904 Parke East Blvd. Bandy Inemmattotrivaluble from Truss Plate institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type • Qty Ply T15458200 17128T0 J42 Corner Jack 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:21:15 2018 Page 1 I D:?KV LnJdmeFL?cdV8wJvVi IzmC VV-FIXyC4o467W QgwFhSYK9ryW V 1 QuJ8HMAapd EpMyO_1 I 2-1-1 � 2-1-1 Scale=1:11.1 2 6.00 12 r\ _N 3 • 3x5 II 0-3-0 2-1-1 0-3-0 1-10-1 Plate Offsets(X,Y)-- (1:0-0-1,0-0-3),[1:0-0-3,0-5-0),(1:0-2-8,0-0-71 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) 0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(CT) -0.00 6 >999 180 BCLL 0.0 ' Rep Stress incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-1-1 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=51/Mechanical,3=30/Mechanical,1=81/0-3-8 Max Horz 1=42(LC 12) Max Uplift 2=39(LC 12),3=-28(LC 12),1=-34(LC 12) Max Gray 2=51(LC 1),3=37(LC 3),1=81(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=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.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 39 lb uplift at joint 2,28 lb uplift at joint 3 and 34 lb uplift at joint 1. Thomas A.Afbani PE No.39380 reek USA,Inc.FL Cert 8634 8904 Parke East Blvd.Tampa FL 33610 Date: October 31,2018 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ma-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 Indivlduai buNding component,not a truss system.Before use,the building designer must verify the appllcabNlty 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 g of trusses and truss systems.seeMOW7PII Qualy C,N/b,DS8-89 and SCSI BMBdhsg Component 6904 Parke East Blvd. *dory Wannanonovdiable horn truss Mate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,EL 33610 Job I Truss Truss Type • ' Qty Ply 715458201 17128T0 IT01 Half Hip Girder 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:21:16 2018 Page 1 ID:?KVLnJdmeFL?cdV8wJvVilzmCVV-jx5KQQpitReHR4pt0FrOO93eEpAKtk6KpTMoLpyO_1 H 3-1-0 4-0-0 3-1-0 0-11-0 NAILED 2 3 Scale=1:13.5 4x5 6.00 c\ 4111 1 1041 4 52x4 II NAILED 3x5 II 1-10-7 3-1-0 4-0-0 1-10-7 1-2-9 0-11-0 Plate Offsets(X,Y)-- j1:0-0-1,0-0-3),(1:0-0-3,0-5-0),(1:0-2-8,0-0-7) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.03 5-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.04 5-8 >999 180 BCLL 0.0 ` Rep Stress Incr NO WB 0.03 Horz(CT) 0.02 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-0-0 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 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 3=26/Mechanical,4=209/Mechanical,1=177/0-5-8 Max Horz 1=64(LC 8) Max Uplift 3=-19(LC 4),4=-90(LC 8),1=-35(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;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)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 19 lb uplift at joint 3,90 lb uplift at joint 4 and 35 lb uplift at joint 1. 8)'NAILED"indicates 3-10d(0.148"x3')or 2-12d(0.148'x3.25')toe-nails per NDS guidlines. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,4-6=-20 Concentrated Loads(Ib) Vert:2=-49(F)5=-48(F) Thomas A.Albani PE No.39380 MWTok USA,Inc.FL Cert 8834 8904 Parke East Blvd.Tampa FL 33810 Date: October 31,2018 � r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE Ma-7473 rev.IW032015 BEFORE USE Design valid for use only with Wick®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 brAcing design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MI Tele 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.seeAta'1P f Qualify Cued%DSB-89 and DCN Bolding Component 6904 Parke East Blvd. Safety hMpnMlp/vvaiable from truss Rate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job 1Truss Truss Type ' Qty Ply I T15458202 17128T0 T03 Hip Girder 1 1 I ,Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:21:18 2018 Page 1 ID:?KVLnJdmeFL?cdV8wJvVilzmCVV-gKD5g6gyP2u?hNzG7gtsTa8wUdmPLbbcGnrvQhyO_1 F 4-0-0 6-11-8 8-3-8 { 9-7-8 110-11-8 12-3-8 13-7-8 114-11-8, 17-11-0 I 21-11-0 4-0-0 2-11-8 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 2-11-8 4-0-0 Scale=1:42.6 TOP CHORD MUST BE BRACED BY END JACKS, 5x6= ROOF DIAPHRAGM,OR PROPERLY CONNECTED NAILED PURLINS AS SPECIFIED. 11 NAILED NAILED• 42, 40 39 I i 15 NAILED 7�490000"41.%41: NAILED 5x6 i 5 r 17 7x10 Ir5x6 7x10 6.00 12 2 NAILED f r 14 :. • NAILED , LI 60� 80 10 12E 120 60 I60- u f2 a rn N 1 20 nn 5. fit nn nn j I II 0 nil nn $ rin '., 1" i 31 2124 4 32 33 34 23 22 35 36 37 21 38 7e o 5x6 II NAILED NAILED NAILED NAILED 3x6= NAILED NAILED NAILED 5x6 4x10- NAILED NAILED 4-0-0I 10-11-8 I 17-11-0 I 21-11-0 4-0-0 6-11-8 6-11-8 4-0-0 Plate Offsets(X,Y)-- 11:0-0-3,0-5-0],[1:0-0-1,0-0-3],[2:0-3-8,0-2-41,[3:0-0-12,Edge],[18:0-0-4,Edge],[19:0-3-8,0-2-4],[20:0-0-1,0-0-3],120:0-0-3,0-5-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.12 21-23 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.21 21-23 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.22 Horz(CT) 0.06 20 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:145 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 `Except* TOP CHORD Structural wood sheathing directly applied or 3-10-1 oc purlins. 2-19:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-0-10 oc bracing. BOT CHORD 2x4 SP No.1 JOINTS 1 Brace at Jt(s):10,6,14 WEBS 2x4 SP No.3 WEDGE TRUSS DESIGNED FOR WIND LOADS IN THE PLANE Left:2x4 SP No.3,Right:2x4 SP No.3 OF THE TRUSS ONLY.FOR STUDS EXPOSED TO WIND (NORMAL TO THE FACE),SEE STANDARD INDUSTRY REACTIONS. (lb/size) 1=1366/0-5-8,20=1363/0-5-8 GABLE END DETAILS AS APPLICABLE,OR CONSULT Max Horz 1=117(LC 24) QUALIFIED BUILDING DESIGNER AS PER ANSI/TPI 1. Max Uplift 1=-531(LC 8),20=-529(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2355/935,2-3=-2525/1095,3-4=-1746/862,4-6=-1746/862,6-8=-1746/862, 8-10=-1746/862,10-12=-1746/862,12-14=-1746/862,14-16=-1746/862,16-18=-1746/862, 18-19=-2524/1095,19-20=-2349/932,3-5=-873/286,5-7=-833/313,7-9=-839/345, 9-11=-825/379,11-13=-825/379,13-15=-836/342,15-17=-833/313,17-18=-873/286 BOT CHORD 1-24=-777/2043,23-24=-779/2060,21-23=-776/2054,20-21=-774/2038 WEBS 2-24=-27/331,2-23=-227/481,10-23=-3/252,19-23=-230/523,19-21=-27/329, 10-11=-214/529 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 531 lb uplift at joint 1 and 529 lb uplift at joint 20. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 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 Thomas A.Albani PE No.39390 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Mick USA,Inc.FL Cert 6134 Uniform Loads(plf) 6904 Parke East Blvd.Tampa FL 33610 Vert:1-2=-60,2-3=-60,18-19=-60,19-20=-60,25-28=-20,3-11=-60,11-18=-60 Date: Continued on page 2 October 31,2018 i i a WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1.15-7473 rev.10/032015 BEFORE USE. ml Design valid for use only 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 IndNldual 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/IF/l Qgaly Climb,P5849 and ICSI Suldhg Component 6904 Parke East Blvd. Safety b*ema fon vaeable from Teas Plate Institute,218 N.Lee Sheet.Suite 312,Alexandria-VA 22314. Tanga,FL 33610 Job Truss Truss Type Oty Ply T15458202 17128T0 T03 Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:21:18 2018 Page 2 ID:?KVLnJdmeFL?cdV8wJvVilzmCVV-gKD5g6gyP2u?hNzG7gtsTa8wUdmPLbbcGnrvQhyO_1F LOAD CASE(S) Standard Concentrated Loads(lb) Vert:23=-35(F)3=-43(F)11=-43(F)18=-43(F)5=-43(F)17=-43(F)31=-217(F)32=-35(F)33=-35(F)34=-35(F)35=-35(F)36=-35(F)37=-35(F)38=-217(F)39=-43(F) 40=-43(F) 1 t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-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 indMduai building component.not a truss system.Before use,the building designer must vedfy the appilcabltty 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 Mi IT Qk• 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,seemdwiPf pally Clbtlo DSL it and dcx l4/anCpmponi nt 6904 Parke East Blvd. Sa•fy/Connolblvvaiabie from Truss Plate Institute,218 N.lee Street.Suite 312.Alexandria.VA 22314. Tanya,FL 33610 Job Truss Truss Type ' City Ply T15458203 17128T0 T04 Common 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:21:19 2018 Page 1 I D:?INLnJdmeFL?cdV8wJvVi IzmCVV-8 W nT2SraAMOrIXYShNP5?oh6J 16r42VmV RbSy7y0_t E 5-10-81 10-11-8 16-0-8 21-11-0 5-10-8 5-1-0 5-1-0 5-10-8 7x6= Scale=1:37.7 3 6.00 12 15 16 2x4 11 2x4 11 2 4 a 14 17 5 1 a • • Io 7 18 19 6 3x8 17x6= 7x6= 3x8 11 5-10-8 16-0-8 21-11-0 5-10-8 1 10-2-0 5-10-8 Plate Offsets(X,Y)-- 11:0-0-1,0-0-31,(1:0-0-3,0-5-0],[1:0-3-8,Edge1,(5:0-0-1,0-0-31,15:0-0-3,0-5-01,15:0-3-8,Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.26 6-7 >996 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.52 6-7 >502 180 BCLL 0.0 • Rep Stress Incr YES WB 0.25 Horz(CT) 0.03 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:102 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-11-2 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 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (Ib/size) 1=877/0-5-8,5=877/0-5-8 Max Horz 1=-129(LC 10) Max Uplift 1=-230(LC 12),5=-230(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1468/459,2-3=-1450/579,3-4=-1450/579,4-5=-1468/459 BOT CHORD 1-7=-319/1296,6-7=-167/824,5-6=-319/1246 WEBS 3-6=-213/701,4-6=-312/250,3-7=-213/701,2-7=-312/250 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.Opsh h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-11-8,Exterior(2)10-11-8 to 13-11-8,Interior(1)13-11-8 to 21-11-0 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 230 lb uplift at joint 1 and 230 lb uplift at joint 5. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 31,2018 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ata-7473 rev.10032015 BEFORE USE Id" Design valid for use only with MITekt 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. orating indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possble personal Injury and property damage. For general guIdcnce regarding the fabrication,storage.delivery.erection and bracing of trusses and truss systems seeANWVII Ovary climb,PAW and BM adding Compen.nt 6904 Parke East Blvd. Safety Weimafowvaliable from Trus Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tarrpa.FL 33610 Job Truss Truss Type • ` 10ty 'Ply 115458204 1712810 106 Half Hip Girder I 2 1 , ;Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:21:21 2018 Page 1 ID:?KVLnJdmeFL?cdV8wJvVilzmCVV-4vuDT7tghzHZYrirooRZ5DmKggjTY_g3z14Z10yO_1 C 2-5-8 4-0-0 6-0-0 2-5-8 I 1-6-8 2-0-0 Scale=1:14.6 4x5= Special 3 4 4.0012 1 4x6= I 2 NX .- yl rJ 1 6 2x4 I I 5 9app Special 82x4 II 3x4= 2-5-8 4-0-0 6-0-0 2-5-8 1-6-8 2-0-0 Plate Offsets(X,Y)-- (2:0-1-12,0-0-9),(2:0-1-12,0-2-3),)7:0-0-0,0-1-12) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.18 6-7 >404 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.28 6-7 >251 180 BCLL 0.0 ' Rep Stress lncr NO WB 0.08 Horz(CT) 0.12 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:22 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.1'Except` BOT CHORD Rigid ceiling directly applied or 8-9-0 oc bracing. 2-8:2x4 SP No.3 WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 1=297/0-5-8,4=58/Mechanical,5=311/Mechanical Max Horz 1=55(LC 25) Max Uplift 1=-81(LC 8),4=-42(LC 4),5=-102(LC 8) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 2-7=-119/393 WEBS 3-6=-420/176 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;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.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 81 lb uplift at joint 1,42 lb uplift at joint 4 and 102 lb uplift at joint 5. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)106 lb down and 146 lb up at 4-0-0 on top chord,and 128 lb down and 87 lb up at 4-2-2 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:1-3=-60,3-4=-60,8-9=-20,5-7=-20 Concentrated Loads(Ib) Thomas A.Afbani PE No.39380 Vert:3=-62(B)6=-128(B) MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 31,2018 t 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 0 7473 rev.10/03/2015 BEFORE USE mit Design valid for use only with MITek©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 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 Wel( 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,seeANlr/IPI1 Ovally Cdhiskr,D5$-89 and DM adding g Compon.nt 6904 Parke East Blvd. Safely MomrafIetrovolable from Truss Plate Institute.218 N.Lee Street,Site 312,Alexandila.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T15458205 17128T0 T08 Half Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:21:22 2018 Page 1 I D:?KVLnJdmeFL?cdV8wJvVi IzmC VV-Y5SbgTtTSHPQ9?H 1 M W yodQJbVE2I HR4C BPp6ZSyo_1 B 4-0-0 6-0-0 4-0-0 2-0-0 Scale=1:13.9 4x5= Special 2 3 4.00 12 1 101 • 4 5 2x4 11 3x6 I Special 3x4 10-3-01 4-0-0 6-0-0 0-3-0 3-9-0 2-0-0 Plate Offsets(X,Y)-- (1:0-1-8,0-7-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.27 5-8 >261 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.28 5-8 >256 180 BCLL 0.0 * Rep Stress Incr NO WB 0.07 Horz(CT) 0.11 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:22 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 No.1 BOT CHORD Rigid ceiling directly applied or 3-2-14 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 3=58/Mechanical,4=314/Mechanical,1=299/0-3-8 Max Horz 1=55(LC 8) Max Uplift 3=-42(LC 4),4=-231(LC 8),1=-187(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-315/221 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasal=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ff;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5).This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 42 lb uplift at joint 3,231 lb uplift at joint 4 and 187 lb uplift at joint 1. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)141 lb down and 212 lb up at 4-0-0 on top chord,and 95 lb down and 92 lb up at 4-2-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,4-6=-20 Concentrated Loads(Ib) Vert:2=-101(B)5=-95(B) Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 31,2018 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MttEK REFERANCE PAGE M6-7473 rev.10W32015 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 possible personal knhgy and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeAlaWYPII Oua/yC,Mdo,DS19-49 and BPI&Ming Component 6904 Parke East Blvd. Sahib,IYonnananzivallable from Truss Plate Institute.218 N.Lee Sheet State 312.Nexandrla.VA 22314. Tampa,FL 33610 Job Truss Truss Type " Qty Ply TI5458206 117128T0 T12 Half Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:21:24 2018 Page 1 I D:?KVLnJdmeFL?cdV8wJvVi lzmCVV-U UaM59vj_uf8PI RQUx_GirOrg2pV184Vfi I DdLyO_19 2-5-7 6-0-0 11-9-8 14-3-0 2-5-7 3-6-9 5-9-8 2-5-8 Scale:112'..1' NAILED NAILED 8x12 = NAILED NAILED 3x4 H 4x5= 3 17 18 4 19 5 4.00 12 C LI Ll L U .171Hw J r 2 fl fl f fl fl fl fl 6x6= Bo 520 9 21 22 8x12= �°� 11 I 00 JUS24 2x4 I NAILED NAILED 10 NAILED 73 . 2x4 1 6 3x8= NAILED 4x5= 2-5-7 6-0-0 11-9-8 14-3-0 2-5-7 3-6-9 5-9-8 2-5-8 Plate Offsets(X,Y)-- [1:0-8-0,0-0-1],[2:0-1-2,0-0-8],[3:0-4-0,0-2-0],[4:0-2-0,0-1-0],[8:0-5-8,Edge] 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) 0.24 10 >715 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.41 10 >415 180 BCLL 0.0 * Rep Stress!nor NO WB 0.93 Horz(CT) 0.17 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:72 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP SS*Except* TOP CHORD Structural wood sheathing directly applied or 3-9-7 oc purlins, 3-5:2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP No.1*Except* BOT CHORD Rigid ceiling directly applied or 6-8-3 oc bracing. 2-8:2x4 SP SS,4-7:2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=1050/0-5-8,6=1070/0-5-8 Max Horz 1=86(LC 8) Max Uplift 1=-319(LC 8),6=-357(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-12=-302/45,2-3=-2869/943,3-4—1548/534,4-5=-1383/466,5-6=-1016/345 BOT CHORD 2-9=-951/2797,8-9=-958/2846,4-8=-518/309 WEBS 3-9=-83/550,3-8=-1344/455,5-8=-580/1710 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;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 319 lb uplift at joint 1 and 357 lb uplift at joint 6. 7)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent at 4-0-12 from the left end to connect truss(es)to front face of bottom chord. 8)Fill all nail holes where hanger is in contact with lumber. 9)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pIf) Vert:1-3=-60,3-5=-60,10-11=-20,8-14=-20,6-7=-20 Concentrated Loads(Ib) Thomas A.Albani PE No.39380 Vert:3=-83(F)4=-102(F)9=-75(F)8=-56(F)17=-83(F)18=-83(F)20=-348(F)21=-75(F)22=-75(F) MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 31,2018 A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1GN32015 BEFORE USE. mit Design valid for use only with Miiek®connectors.this designs 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 property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSUIPII Quay C,Nda,OS1149 and SCSI Suldbg Componanf 6904 Parke East Blvd. Safety b►pmiafon rvdiable horn Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type ' Qty Ply T15458207 17128T0 T13 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:21:25 2018 Page 1 ID:?KVLnJdmeFL?cdV8wJvVilzmCVV-zg8klVwLlCn?1 S?c1 eVVF3x0LS91UdRetM2mAnyO_18 2-5-7 8-0-0 11-9-8 14-3-0 2-5-7 5-6-9 3-9-8 2-5-8 Scale=1:24.9 7x10 2x4 I 4 19 20 5 4.00 12 oi--F 18 6x8= 17 4x5% 3 2 1 11 9 8_ I� 10 2x4 I I 44•— XX 12 2x4 a X 3x4 H 2x4 II 6 2x4 II 3x8 I I 2-5-7 8-0-0 11-9-8 14-3-0 2-5-7 5-6-9 3-9-8 2-5-8 Plate Offsets(X,Y)-- (1:0-3-8,Edgej,(3:0-1-12,0-0-9),(3:0-4-0,Edge),(4:0-6-4,Edgej,[5:0-2-0,0-1-0),[11:0-0-0,0-1-12) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.25 10-11 >665 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.42 10-11 >395 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.79 Horz(CT) 0.15 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:66 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.1 `Except* except end verticals. 7-9:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-7-1 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 1=555/0-5-8,6=555/0-5-8 Max Horz 1=107(LC 12) Max Uplift 1=-133(LC 12),6=-188(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-898/341,3-4=-1060/408,6-8=-530/243 BOT CHORD 1-12=-392/768,10-11=-449/991,9-10=-448/1005,8-9=-442/985 WEBS 4-10=0/332,4-8=-1029/470 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=loimph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45tt;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 8-0-0,Exterior(2)8-0-0 to 12-2-15,Interior(1)12-2-15 to 14-1-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 133 lb uplift at joint 1 and 188 lb uplift at joint 6. Thomas A.Albani PE No.39380 kNTek USA,Inc.FL Cart 8634 8904 Parke East Blvd.Tampa FL 33610 Date: October 31,2018 9MINIM ► 0 WARNING-Witty design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MS-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 balding 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,seeAN!(/IPII Goaaty Ctfetllz DSS-89 and SCSI Su/dhig Component 6904 Parke East Blvd. Safety IW/otmalfa avdlabte from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type ' Qty Ply T15458208 17126T0 T14 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:21:26 2018 Page 1 I D:?KV LnJdmeFL?cdV8wJvVi lzmCVV-Rsi6 W rxzW VvsecaobL t koGTBdrW mD38o6onKi DyO_17 2-5-7 8-0-0 10-0-0 11-9-8 14-3-0 2-5-7 5-6-9 2-0-0 1-9-8 2-5-8 3x6= 2x4 I I Scale=1:25.2 5 20 6 4x5% �r. 1 4.00 12 4 Oleo 19 6x8 = 18 4x5% 3 2 e 0 2 1 10- 9_ o 11 2z4 _ 4xe— o a 2x4 11 13 8 3x4 I I 2x4 H 72x4 3x8 II 2-5-7 8-0-0 10-0-0 11-9-8 14-3-0 1 2-5-7 5-6-9 2-0-0 1-9-8 2-5-8 Plate Offsets(X,Y)-- [1:0-3-8,Edge),[3:0-4-0,Edgei,[3:0-1-12,0-0-91,[5:0-3-0,0-2-81,[12:0-0-0,0-1-121 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 0.79 Vert(LL) 0.23 11-12 >740 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.38 11-12 >443 180 BCLL 0.0 Rep Stress Ind YES 1 WB 0.89 Horz(CT) 0.14 7 n/a n/a BCDL 10.0 Code FBC2017lTPI2014 I Matrix-MS Weight:68 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-11-6 oc purlins, BOT CHORD 2x4 SP No.1*Except* except end verticals. 8-10:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 1=555/0-5-8,7=555/0-5-8 Max Horz 1=134(LC 12) Max Uplift 1=-127(LC 12),7=-165(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-895/297,3-4=-1123/420,7-9=-529/250 BOT CHORD 1-13=-373/764,11-12=-500/1059,10-11=-500/1059,9-10=-504/1033 WEBS 4-9=-1106/525,4-11=0/331 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 10-0-0,Exterior(2) 10-0-0 to 14-1-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 127 lb uplift at joint 1 and 165 lb uplift at joint 7. Thomas A.Albani PE No.39380 Mitek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Data: October 31,2018 __ A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE Na-7473 rev.10,932015 BEFORE USE. ill Design valid for use only with MITekA connectors.This design is based only upon parameters shown,and Is for an individual bulding component.not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of indNkival 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,seeANSVIPII Quality Climb,05849 and SCS/IuIdIrg Component 6904 Parke East Blvd. Safety h,f,mationav aabte from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type " Qty Ply TI5458209 117128TO T19 HIP GIRDER 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:21:29 2018 Page 1 I D:?KV LnJdmeFL?cdV8wJvVi IzmC VV-rRN F8szspQH RV4J NGUaRPv5hs3R9QN W Eo_0_JYyO_14 2-5-7 6-0-0 10-8-12 15-5-8 17-8-4I 22-11-15 28-3-9 33-9-0 i 39-5-8 2-5-7 3-6-9 4-8-12 4-8-12 2-2-12 5-3-11 5-3-11 5-5-7 5-8-8 Scale=1:67.8 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 4.00112 7x10= 7x10= NAILED 2x4 4x10= 7x10= NAILED 4x6 NAILED 6x6 NAILED 3 31 32 4 33 34 35 536 37 6 38 39 40 7 41 42 43 44 45 8 46 47 9 igg II!! 0mi 0 "0U 'ey, UJ nn •Hn un uU 4 El to "4 4x5 J 2 / 111� 10 11 co 1 � mmtm�r _ .4. mmrlfZ i ."•, _ a o c.:,r_ i 17.7i6i�0 1r1cea_miii imi _ie1�r♦rrim � � al :9i111 \a� 117-14' o " 48 19 49 5018 51 52 ', o 0 20 JUS24 2x4 II NAILED 5x12= NAILED 16 53 15 54 55 56 t4 57 58 5913 60 61 12 62 4x5= 6x6= NAILED NAILED NAILED 2x4 II 5x6= NAILED 4x10= NAILED 7x10= NAILED 2x4 II JUS24 6x6 II 5x12= NAILED NAILED NAILED NAILED NAILED NAILED NAILED 1 2-5-7 6-0-0 10-8-12 I 15-5-8 17-8-4 22-11-15 28-3-9 33-9-0 I 39-5-8 2-5-7 3-6-9 4-8-12 4-8-12 2-2-12 5-3-11 5-3-11 5-5-7 5-8-8 Plate Offsets(X,Y)-- (1:0-2-11,0-0-2],[2:0-2-2,0-0-12],[3:0-3-4,0-2-4],[6:0-3-4,Edge],[7:0-2-12,0-2-0],[9:0-4-0,0-2-8],[11:Edge,0-0-1],[14:0-3-8,0-2-0],[15:0-2-8,0-3-0], (16:0-2-0,0-0-8],[17:0-6-0,0-3-4],[18:0-4-0,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 1 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.29 12-13 >897 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.38 20 >563 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.98 Horz(CT) 0.11 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:194 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 *Except* TOP CHORD Structural wood sheathing directly applied or 3-0-3 oc purlins. 1-3:2x6 SP SS BOT CHORD Rigid ceiling directly applied or 3-2-5 oc bracing. BOT CHORD 2x4 SP No.1 'Except' 5-16:2x4 SP No.3 WEBS 2x4 SP No.3*Except* 5-18:2x4 SP No.1,6-14:2x6 SP No.2 SLIDER Right 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 1=895/0-5-8,11=1322/0-5-8,15=4014/0-5-8 Max Horz 1=35(LC 24) Max Uplift 1=-215(LC 8),11=-953(LC 8),15=-2028(LC 8) Max Gray 1=896(LC 17),11=1336(LC 18),15=4014(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-22=-253/74,2-3=-2219/469,3-4=-1060/0,4-5=-1060/0,5-6=-1438/2624, 6-7=-741/1058,7-8=-2684/2170,8-9=-2684/2170,9-11=-2760/2021 BOT CHORD 2-19=-417/2173,18-19=-424/2216,17-18=-2550/1498,5-17=-1436/568,15-16=-327/163, 14-15=-3401/1588,13-14=-1005/741,12-13=-1877/2596,11-12=-1856/2570 WEBS 3-19=-81/464,3-18=-1321/625,4-18=-486/255,5-18=-1400/3691,15-17=-3069/1415, 6-17=0/790,6-15=-2675/1350,9-12=-313/459,9-13=-291/157,6-14=-2749/4377, 8-13=-624/373,7-14=-1418/830,7-13=-1241/2147 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=39ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);porch 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 215 lb uplift at joint 1,953 lb uplift at joint 11 and 2028 lb uplift at joint 15. 7)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 31-7-8 oc max.starting at 4-0-12 from the left end to 35-8-4 to connect truss(es)to back face of bottom chord. 8)Fill all nail holes where hanger is in contact with lumber. Thomas A.Albani PE No.39380 9)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. MITA USA,Inc.FL Cott 8634 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 8904 Parke East Blvd.Tampa FL 33610 Date: LOAD CASE(S) Standard October 31,2018 Continued on page 2 4 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ANI-7473 rev.10103/2015 BEFORE USE. mg Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual bolding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and 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 guidaice regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANS4/7PII QuamyCdbda,05049 and ACS/adding Component 6904 Parke East Blvd. Satify Info rnaaplpvaaable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T15458209 17128T0 T19 HIP GIRDER 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:21:29 2018 Page 2 ID:?KVLnJdmeFL?cdV8wJvVi IzmC W-rRNF8szspQH RV4J NGUaRPv5hs3R9QN W Eo_0_JYyO_14 LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pif) Vert:1-3=-60,3-9=-60,9-11=-60,20-21=-20,17-28=-20,16-24=-20 Concentrated Loads(Ib) Vert:3=-83(B)9=-95(B)19=-75(B)12=-62(B)31=-83(B)32=-83(B)33=-83(B)35=-83(B)37.102(B)38=-95(B)39=-95(B)40=-95(B)41=-95(B)43=-95(B) 45=-95(B)46=-95(B)47=-95(B)48=-348(B)49=-75(B)50=-75(B)51=-75(B)52=-75(B)53=-56(B)54=-62(B)55=-62(B)56=-62(B)57=-62(B)58=-62(B)59=-62(B) 60=-62(B)61=-62(B)62=-351(B) AL WARNING-VMy design parameters and READ NOTES ON THIS AND INCLUDED N?EK REFERANCE PAGE N6•7473 rw.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 krdividuat building component not a truss system.Before use,the bulking designer must verity ttie applicabllIy 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 lorry and property damage. for general grlldance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeAf4X/11li Ovally Cilfetta,DS149 and It=ar dhrg Component 6904 Parke East Blvd. Safety Jrdbn/ratlp/favdlabie from Truss Plate Institute.218 N.Lee Sheet,Suite 312 Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type z Oty Ply T15458210 17128T0 T20 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 8 Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 0621:31 2018 Page 1 ID:?KVLnJdmeFL?cdV8wJvVilzmCVV-nqV?ZY_6L2X8INTmOvcvVKB2HsC3uK5XGIV5NRy0_12 2-5-7 8-0-0 12-11-0 15-5-8 17-8-4 24-7-1231-9-0 39-5-8 2-5-7 I 5-6-9 4-11-0 2-6-8 1 2-2-12 I 6-11-8 7-1-4 I 7-8-8 Scale=1:68.5 4.00 I12 7x10= 2x4 !I 7x10= 2x4 II 7x10= 3 428 29 30 5 6 31 32 33 7 5x10 MT2OHS= is i 1 . 27 34 4x5 35 2 8 % d: 1 iii. - s� .? 9 ,t iiPlim 1107' 1;114 0, 17 16 4x6 c o 19 2x4 II 13 14 12 11 10 2x4 I I 4x10= 4x10--.7.2x4= 7x10= 2x4 II 4x5= 2x4 11 3x6 II 2-5-7I 8-0-0 l 12-11-0 I 15-5-8 I 17-8-4 I 24-7-12 I 31-9-0 I 39-5-8 2-5-7 5-6-9 4-11-0 2-6-8 2-2-12 6-11-8 7-1-4 7-8-8 Plate Offsets(X,Y)-- [1:0-0-0,0-1-121,[2:0-4-4,0-3-71,[2:0-1-12,0-0-91,[3:0-4-0,0-2-81,[7:0-4-0,0-2-81,19:0-3-3,0-2-11,[15:0-0-4,0-2-01,[18:0-0-0,0-1-121 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.26 17-18 >823 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.48 17-18 >445 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.78 Horz(CT) 0.12 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:181 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-3-3 oc purlins. BOT CHORD 2x4 SP No.1'Except' BOT CHORD Rigid ceiling directly applied or 4-6-15 oc bracing. 13-15:2x6 SP No.2 WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 SLIDER Right 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 1=492/0-5-8,9=696/0-5-8,12=1969/0-5-8 Max Horz 1=46(LC 11) Max Uplift 1=-132(LC 12),9=-185(LC 12),12=-512(LC 12) Max Gray 1=492(LC 1),9=738(LC 22),12=1969(LC 1) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-836/353,2-3=-827/329,5-6=-841/293,6-7=-841/293,7-9=-1336/471 BOT CHORD 1-19=-3021723,17-18=-241/770,16-17=-2421787,15-16=-1284/528,14-15=-329/144, 12-13=-954/384,11-12=-1199/492,10-11=361/1217,9-10=-363/1209 WEBS 3-17=-13/338,12-14=-1731/695,5-14=-1662/665,7-10=0/300,7-11=-522/221, 5-11=-699/1956,6-11=-457/283,5-16=-431/1225,4-16=-264/175,3-16=-1046/430 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=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=39ft;eave=5ft;Cat. II;Exp C;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-11-6,Interior(1)3-11-6 to 8-0-0,Exterior(2)8-0-0 to 13-6-15,Interior(1)13-6-15 to 31-9-0,Exterior(2)31-9-0 to 37-3-15,Interior(1)37-3-15 to 39-5-8 zone;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 132 lb uplift at joint 1,185 lb uplift at joint 9 and 512 lb uplift at joint 12. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 31,2018 i, A WARN*VG-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M&7473 rev.10103/2015 BEFORE USE Design valid for use,mly 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 balding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members oNy.Additional temporary and permanent bracing MiTek' a 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.seeANtt{1PfI Qua/V C,.a .DS8d9 and SCSI Euldhy Compon of 6904 Parke East Blvd. Safady Wemiallo►nvdlable horn Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22514. Tampa,FL 33610 Job Truss Truss Type - ` Oty Ply TI5458211 17128T0 T21 GABLE 1 1 IJob Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:21:33 2018 Page 1 I D:?KV LnJdmeFL?cdV8wJvVi IzmC W-kDdmE0Mtfns_hd8VKfNaIGNygrZMBPgjc_BSJyO_10 1 2-5-7 i 7-0-0 10-0-0 15-5-8 17-8-4 22-7-4 2,3-7-12 29-9-0 32-5-8 { 39-5-8 2-5-7 4-6-9 3-0-0 5-5-8 2-2-12 4-11-0 `I-0-8 6-1-4 2-8-8 7-0-0 Scale=1:70.5 TOP CHORD MUST BE BRACED BY END JACKS, ROOF DIAPHRAGM,OR PROPERLY CONNECTED PURLINS AS SPECIFIED. 5x6= 14 17 19 12 21 6x6 11 5x6 23 11 7�9 `.x12 I 25 5x6 6x6 /1 4.00 12 4 I-�1ofly 151 h � ! 29 itIrl n. z� - is � - s30 6x8 qg 50 4x5 9 a .101.6x8. 4.111111119111 2 IIII "":1 q 1 ' IMP/ 31 v 2 '�,0 38. = t3 vii 1r 1m 6 39 4x5 Y O O 414x10= 36 37 35 34 33 3x5= 6x6= 4x10 4x5= 3x8 II = 2-5-71 10-0-0 15-5-8 17-8-4 i 23-7-12 29-9-0 39-5-8 2-5-7 7-6-9 5-5-8 2-2-12 5-11-8 6-1-4 9-8-8 Plate Offsets(X,Y)-- [1:0-0-0,0-1-12],[2:0-4-0,0-5-0],[2:0-1-14,0-0-0],[4:0-1-0,0-3-0],[5:0-3-8,Edge],[13:0-6-0,0-3-8],[17:0-3-0,0-2-4],[22:0-6-0,0-2-8],[28:0-1-0,Edge], [29:0-1-0,0-3-0],[32:0-4-3,Edge],[36:0-2-4,0-1-8],[38:0-2-8,0-0-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.22 39-40 >950 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.49 39-40 >436 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.99 Horz(CT) 0.08 35 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:252 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. 4-13,13-29:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x4 SP No.1 *Except* WEBS 1 Row at midpt 13-35 36-38:2x4 SP No.3 JOINTS 1 Brace at Jt(s):13,16,8,20,24 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 SLIDER Right 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 1=478/0-5-8,32=684/0-5-8,35=1994/0-5-8 Max Horz 1=106(LC 11) Max Uplift 1=-134(LC 12),32=-199(LC 12),35=-621(LC 12) Max Gray 1=478(LC 1),32=758(LC 22),35=1994(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=773/318,2-3=-873/350,3-4=-346/152,4-5=-271/151,5-6=-629/363,6-8=-629/363, 8-10=-629/363,10-13=-629/363,13-15=-788/549,15-16=-788/549,16-18=-788/549, 18-20=-788/549,20-22=-788/549,22-24=-1174/571,24-26=-1174/571,26-28=-1174/571, 28-29_1034/387,29-30=-1120/397,30-32=-1404/499,5-7_212/407,7-9=-185/394, 9-11=-170/408,11-12=-143/399,12-14=-105/393,14-17=-79/382,17-19=-87/401, 19-21=-108/393,21-23=-134/391,23-25_162/392,25-27=-176/377,27-28=-205/385 BOT CHORD 1-41=-254/658,39-40=-2571838,38-39=-712/252,35-36=-523/156,34-35=-833/302, 33-34=-1981658,32-33=-392/1286 WEBS 35-37=-18411784,13-37=-1823/786,30-33=-380/220,16-17=-257/88,13-39=-258/1062, 22-33=-56/449,22-34=-646/342,13-34=-567/1456,3-39=-658/308 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=39ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-11-6,Interior(1)3-11-6 to 19-10-8,Exterior(2) 10-0-0 to 15-10-8,Interior(1)15-10-8 to 29-9-0,Exterior(2)19-10-8 to 25-2-8,Interior(1)25-2-8 to 39-5-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. Thomas A.Atbani PE No.39380 4)Provide adequate drainage to prevent water ponding. MiTek USA,Inc.FL Cert 6634 5)All plates are 2x4 MT20 unless otherwise indicated. 6904 Parke East Blvd.Tampa FL 33610 6)Gable studs spaced at 1-4-0 oc. Date: 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. October 31,2018 Continued on page 2 t, __ t 0 WARNING-Verity design parameters end READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE*10.7473 rev.11/03/2015 BEFORE USE. ll Design valid for use only with Mllek®connectors.This design k based only upon parameters shown,and Is for an kndlNdual balding component,not a truss system.Before use,the building designer must verily the applicabIIty 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 MIR** ek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage.deltery,erection and bracing of trusses and truss systems,see/MIAMI Qualy Motto.DSS49 and ICSI Buidhg Component 6904 Parke East Blvd. Safety MoRnallotpvallable from leas Plate institute,218 N.Lee Street,Site 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply I T15458211 17128T0 T21 GABLE I1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 5 Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:21:33 2018 Page 2 ID:?KVLnJdmeFL?cdV8wJvViIzmCVV-kDdm_EOMtfns hd8VKfNaIGNygrZMBPgjc_BSJyO_10 NOTES- 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 134 lb uplift at joint 1,199 lb uplift at joint 32 and 621 lb uplift at joint 35. 10)Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M5-7473 rev.10/03/2015 BEFORE USE. mil Design valid for use only with Mllekw connectors.this design is based only upon parameters shown,and is for an individual bolding component.not a truss system.Before use,the building designer must verify the applicability of design parameters and 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 wtth possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeA111SIPPl1 GuallyCiMrla,DSO-89 and SCSI SWdhy Component 6904 Parke East Blvd. Safety Irrtomrat/plpvdlabie from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type ` Qty Ply 115458212 17128T0 T22 Roof Special 2 1 i Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:21:35 2018 Page 1 ID:?KVLnJdmeFL?cdV8wJvVilzmCVV-gbkW Pw2cOG1 aD?mXdkhrfALkuUcDg5w7BwTIWCyO_1_ 2-5-7 7-5-12 10-0-0 12-6-3 15-5-8 17-8-4 19-10-8 25-0-7 32-3-1 39-5-8 2-5-7 I 5-0-5 2-6-4 2-6-4 l 2-11-4 2-2-12 i 2-2-4 l 5-1-15 7-2-11 7-2-7 Scale-1:66.9 6x6= 4.00 112 2x4 II 6 5 • 29 2x4 I I 4x5 28 1 7 4 _ 7x6% 6x8 rn 3 8 I`. 6x8 5 27Ai NIN30 :x5 2 'ice ` 10 h1� _ 8 u 16 8 ��: o 17 10x14 MT2OHS= 6. 31 32 :S.' o 0 19 14 15 13 12 11 4x5= 6x8 I I 3x6 H 4x5= 2x4 7x10= 2x4 II 4x5- I 2-5-7 i 10-0-0 l 15-5-8 17-8-4 25-0-7 I 32-3-1 39-5-8 2-5-7 7-6-8 5-5-8 2-2-12 7-4-3 7-2-11 7-2-7 Plate Offsets(X,Y)-- [2:0-4-0,0-5-0],[2:0-1-14,0-0-0],[6:0-3-0,0-2-8],[10:0-3-3,0-2-1],[12:0-3-12,Edge],[14:0-0-0,0-1-12],[16:0-10-8,Edge],[16:0-1-12,0-0-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.22 17-18 >952 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.48 17-18 >446 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.98 Horz(CT) 0.06 13 Na Na BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:203 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS T-Brace: 2x4 SP No.3-6-13 OTHERS 2x4 SP No.3 Fasten(2X) T and I braces to narrow edge of web with 10d WEDGE (0.131'x3")nails,6in o.c.,with 3in minimum end distance. Left:2x4 SP No.3 Brace must cover 90%of web length. SLIDER Right 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 1=363/0-5-8,13=2203/0-5-8,10=591/0-5-8 Max Horz 1=114(LC 11) Max Uplift 1=-115(LC 12),13=-542(LC 12),10=-171(LC 12) Max Gray 1=398(LC 21),13=2203(LC 1),10=692(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-623/257,2-3=-485/215,4-5=-180/1101,5-6=-100/1010,6-7=-484/280, 7-8=-481/274,8-10=-1273/393 BOT CHORD 1-19=-208/527,17-18=-146/460,16-17=-412/169,15-16=-95/323,13-14=-693/244, 12-13=-586/251,11-12=-295/1156,10-11=-294/1160 WEBS 13-15=-772/380,5-15=-312/216,6-13=-1344/395,6-12=-381/1105,7-12=-406/269, 8-11=0/281,8-12=-852/325,4-15=-732/268,4-17=-106/586,3-17=-552/287 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=39ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-11-6,Interior(1)3-11-6 to 19-10-8,Exterior(2) 19-10-8 to 23-9-14,Interior(1)23-9-14 to 39-5-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5).This truss has been designed for a live load of 20.0psf 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 115 lb uplift at joint 1,542 lb uplift at joint 13 and 171 lb uplift at joint 10. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Thomas A.Albani PE No.30380 MiTek USA,Inc.FL Cert 6634 8804 Parke East Blvd.Tampa FL 33610 Date: October 31,2018 t, N 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M5.7473 rev.10/032015 BEFORE USE. Design valid for use only with MITek®connectors.TMs 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 injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANWIPII Qualy Weep,DSB49 and PCS/Suldlhg Component 6904 Parke East Blvd. Safety Infoimanonzmzeable from truss Plate institute,218t4.Lee Sleet,Suite 312.Nexandrla.VA 22314. Tampa,FL 33610 Job Truss Truss Type ' Oty Ply T15458213 17128T0 T23 Common 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:21:36 2018 Page 1 I D:?KVLnJdmeFL?cdV8wJvVilzmC VV-8nl ucG2F9a9Rr8Lj BSC4CNu?mtxW ZZhGPaCs2eyO_0z 6-7-0i 13-0-0 17-8-4 19-10-8 25-0-7 32-3-1 39-5-8 6-7-0 6-5-0 4-8-4 2-2-4 5-1-15 7-2-11 7-2-7 Scale=1:65.8 6x6= 4.00 FIT 2x4 I I 5 a � 2x4 II 23 4x5� 22 / 6 3 6x6 6x8 r, -.,--ir 7 h 2 e4, e. 21 :� 24 4x5 1 / : 9 0 * i• h 13 2 25 26 11 10 o 7x6= 4x10= 7x10= 2x4 3x6 II 4x5= 9-9-12 17-8-4 25-0-7I 32-3-1 l 39-5-8 9-9-12 7-10-8 7-4-3 7-2-11 7-2-7 Plate Offsets(X,Y)-- 15:0-3-0,0-2-8),(9:0-3-3,0-2-11,(11:0-3-12,Edge1 LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.16 13-16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.34 13-16 >632 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.95 Horz(CT) 0.02 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:201 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 5-2-8 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS T-Brace: 2x4 SP No.3-5-12 OTHERS 2x4 SP No.3 Fasten(2X) T and I braces to narrow edge of web with 10d WEDGE (0.131"x3")nails,6in o.c.,with 3in minimum end distance. Left:2x4 SP No.3 Brace must cover 90%of web length. SLIDER Right 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 1=445/0-5-8,12=2055/0-5-8,9=657/0-5-8 Max Horz 1=114(LC 11) Max Uplift 1—107(LC 12),12=-557(LC 12),9=164(LC 12) Max Gray 1=513(LC 21),12=2055(LC 1),9=711(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-836/253,2-3=-432/101,3-4=-144/805,4-5=-92/779,5-6=-539/272,6-7=-537/169, 7-9=-1326/380 BOT CHORD 1-13=-174/743,12-13=-269/138,11-12=-357/239,10-11=-283/1205,9-10=-281/1210 WEBS 2-13=-502/301,3-13=-115/611,3-12=-761/291,5-12=-1218/389,5-11=-373/1083, 6-11=-406/268,7-10=0/275,7-11=-837/329 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=39ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-11-6,Interior(1)3-11-6 to 19-10-8,Exterior(2) 19-10-8 to 23-9-14,Interior(1)23-9-14 to 39-5-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 107 lb uplift at joint 1,557 lb uplift at joint 12 and 164 lb uplift at joint 9. 6)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 8634 8904 Parke East Blvd.Tampa FL 33610 Date: October 31,2018 A WARNING-Verity design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.1&032015 BEFORE USE. mll Design valid for use only with MilekcS connectors.INs design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. for general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeAIG/?Ml Qually Camil,133849 and ICS/&u/ding Component 6904 Parke East Bbd. Saira/y/t/oanarlptsrvalable from Truss Plate Institute.218 N.Lee Street.Suite 312,Nexandrla.VA 22314. Tampa.FL 33610 Job ITruss Truss Type ' Qty Ply I T15458214 117128TO T25 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:21:37 2018 Page 1 I D:?KV LnJdmeFL?cdV8wJvVi IzmCVV-c_sGgb3twul ITIwvk9jJkbR2I HBp108PeEyPa5yO_0y 6-0-12 12-0-0 14-3-0l 18-9-0 25-6-0 29-9-8 33-4-8 3�-9-0 6-0-12 5-11-4 2-3-0 4-6-0 6-9-0 4-3-8 3-7-0 0-4-8 Scale=1:60.6 2x4 II 7 4x10 6 22 7x10= 2x4 II 6x8e, 11111111.1.1111111111111.1114= 4.00 12 3 4 9 w. r. 4x5 0: /\ — A 2 19 1 127x101 4x5 I I 10 9 5x6= o • J $ 7x14 MT2OHS= 5x6= N 15 14 13 5x6= 4x6= 2x4 II 3x4 6-0-12 12-0-0 14-3-0I 18-9-0 25-6-0 l 29-9-8 I 33-9-0 6-0-12 5-11-4 2-3-0 4-6-0 6-9-0 4-3-8 3-11-8 Plate Offsets(X,Y)-- [3:0-4-0,0-2-8j,[7:0-2-5,Edge1,[8:0-3-0,0-2-12],19:0-2-12,0-2-81,111:0 2 8,0 0 81,112:0-3-8,0-2-4113:0-2-0,0-0-0],[15:0-2-8,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.47 10-11 >849 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.92 10-11 >440 180 MT2OHS 187/143 BCLL 0.0 ' • Rep Stress Ina YES WB 0.94 Horz(CT) 0.25 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:184 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP SS'Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 5-7:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-0-10 oc bracing. BOT CHORD 2x4 SP No.1 'Except' JOINTS 1 Brace at Jt(s):12 11-13:2x4 SP No.3 WEBS 2x4 SP No.3*Except* 12-15,6-9:2x4 SP No.1 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 1=1344/0-5-8,8=1344/0-3-8 Max Horz 1=275(LC 12) Max Uplift 1=-323(LC 12),8=-382(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3190/868,2-3=-4839/1460,3-4=-5034/1535,4-5=-5005/1517,5-6=-3816/1041 BOT CHORD 1-15=-1047/2955,11-12=-1486/4494,10-11=-1559/4656,9-10=-1118/3711, 8-9=-424/1235 WEBS 2-15=-878/395,3-12=-245/1038,4-10=-454/268,3-10=-159/414,5-10=-550/1369, 5-9=-1932/670,12-15=-1012/2896,2-12=-505/1581,6-8=-1700/591,6-9=-881/3147 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 33-7-4 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)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 323 lb uplift at joint 1 and 382 lb uplift at joint 8. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Date: October 31,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 row.1d732015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and Is for an Indivduai 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 possble personal injury and property damage. For general guidance regarding the fabrication,storage.delivery.erection and bracing of trusses and truss systems,seeANSVIMi lawny Cando,DSI-89 and ICES Maya Component 6904 Parke East Blvd. softly IIIo.maBpn]vaeable from Truss Plate Institute,218 N.Lee Sheet.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type " �Oty Ply 1 715458215 17128T0 T26 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:21:38 2018 Page 1 I D:?KV LnJdmeFL?cdV8wJvVilzmCVV-4AQf 1 x4VhBQ94SV6ItEYHozDNhW 21 SkZtuhy6XyO_Ox 33-9-0 4-10-0 9-6-0i I 14-0-0 16-3-0 20-10-8 27-6-0 i I 31-5-8 33-4-8 I 4-10-0 4-8-0 4-6-0 2-3-0 4-7-8 6-7-8 3-11-8 1-11-0 0-4-8 Scale=1:60.9 5x6 7 7x10= 2x4 II 8x12= r+ 4.00 12 5 c. 3 h 7 4x5fl'illiiii— � ` emiliio '- uu- 'll 11i.i �� 1°D Li) 25 7 13 12 2x4 I! ' o 1 •' 0�4= 16 7x14 MT20HS= 5x6= 9 3x5 II o Y- Z ... o`�^ 10x12— 2X4 II 2x4_ N 21 20 19 18 5x6= 2x4 H 6x8= 3x4 7x10= 4-10-0 9-6-0 14-3-0 16-3-0 20-10-8 27-6-0 31-5-8 33-9-0 4-10-0 4-8-0 4-9-0 2-0-0 I 4-7-8 6-7-8 I 3-11-8 2-3-8 Plate Offsets(X,Y)-- 13:0-2-12,0-2-01,[6:0-7-4,Edge],[7:0-1-12,Edge],112:0-2-4,0-2-81,114:0-1-12,0-0-01,[15:0-3-8,0-2-01,116:0-1-12,0-0-01,120:0-2-0,0-2-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.52 18 >772 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.97 13-14 >414 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Ina YES WB 0.98 Horz(CT) 0.34 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:189 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 4-6:2x4 SP SS BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: BOT CHORD 2x4 SP No.1*Except* 10-0-0 oc bracing:17-19 14-16,9-11:2x4 SP No.3 WEBS 2x4 SP No.3*Except* 7-12,15-20:2x4 SP No.1 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 1=1349/0-5-8,8=1347/0-3-8 Max Horz 1=275(LC 12) Max Uplift 1=-321(LC 12),8=-381(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3143/854,2-3=-2912/790,3-4=-5357/1645,4-5=-4830/1479,5-6=-4832/1481, 6-7=-3389/982,8-10=-1312/427,7-10=-1274/437 BOT CHORD 1-21=-1043/2914,20-21=-1043/2914,4-15=-373/1423,16-17=-217/515, 14-15=-1410/4428,13-14=-1628/4941,12-13=-917/3031 WEBS 3-20=-1431/533,5-13=-446/263,6-13=-683/1903,6-12=-2029/729,7-12=-1152/3782, 15-20=-978/2973,3-15=-753/2317 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=34ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-4-8,Interior(])3-4-8 to 33-7-4 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)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 321 lb uplift at joint 1 and 381 lb uplift at joint 8. Thomas A.Albani PE No.39390 Marek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33810 Date: October 31,2018 l 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MD-7473 rev.10/03/2015 BEFORE USE III 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 IrdhAdud truss web and/or chord members only. Additional temporary and permanent bracing NA** is always required for stability and to prevent collapse with possde personal injury ad property damage. Fur general gridance regarding the fabrication,storage,delivery,erection and tracing of trusses and truss systems,seeANSMIPII Orally QMrb,058-89 and SCSI Suldhp Component 6904 Parke East Blvd. Safety MonnaMpravalable Born Tues Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tanga,FL 33610 Job Truss Truss Type Qty Ply T15458216 17128T0 T27 Roof Special 1 1 il Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:21:40 2018 Page 1 I D:?KV LnJ d meF L?c d V 8wJvVi l zm C VV-OZYPSd51 DpgtKmf UQI HOM D3b H V BeV M35KCA3 BQyO_Ov 33-9-0 I 4-10-0 i 9-6-0 I 14-3-0 16-0-0 22-9-0 29-6-0 i 31-5-8 I 33-4-8 4-10-0 4-8-0 4-9-0 1-9-0 6-9-0 6-9-0 1-11-8 1-11-0 0-4-8 Scale=1:60.9 3x4 H 6x8- 8 6x8= 4.00 12 5 6 , 4 a 25 26 �� 4x5 G d 3 6 r\ 6x8 �w �71� �7 O 2 IC O ♦ _4 1 Ii 24 ♦ 7 3x4 II 13 0 1 0 16 7x10= 10 3x5 II o ® u Yacl0= 4x6= Ic:i 20 19 18 5x6= 5x12= 4-10-0 9-6-0i 14-3-0 I 16-3-0 I 22-9-0 29-6-0 i 31-5-8 33-9-0 4-10-0 4-8-0 4-9-0 2-0-0 6-6-0 6-9-0 1-11-8 2-3-8 Plate Offsets(X,Y)-- [5:0-4-0,0-2-8],(8:0-2-5,Edge),(11:0-3-8,0-2-0),[12:0-2-0,0-1-0),[15:0-3-8,Edge) T LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.42 13-14 >954 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.82 13-14 >492 180 BCLL 0.0 * Rep Stress lncr YES WB 0.99 Horz(CT) 0.29 9 n/a n/a BCDL 10.0 Code FBC2017ITPI2014 Matrix-MS Weight:189 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.1*Except* except end verticals. 4-18,14-16,10-12:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3`Except* 8-9,15-19:2x4 SP No.1 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 1=1344/0-5-8,9=1344/0-3-8 Max Horz 1=275(LC 12) Max Uplift 1=-323(LC 12),9=-382(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3125/848,2-3=-2907/789,3-4=-5041/1549,4-5=-5014/1565,5-6=-3520/1066, 6-7=-3521/1067,9-11=-1297/444 BOT CHORD 1-20=-1036/2896,19-20=-1040/2897,14-15=-1174/3645,13-14=-1289/3829, 12-13=-555/1647,11-12=-490/1723 WEBS 3-19=-1346/507,6-13=-455/269,7-13=-619/2043,15-19=-1016/3089,3-15=66212019, 5-15=-494/1706,5-13=-337/192,7-11=-1962/705 NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=34ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-4-8,Interior(1)3-4-8 to 33-7-4 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)All plates are 2x4 MT20 unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.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 323 lb uplift at joint 1 and 382 lb uplift at joint 9. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 8634 6904 Parke East Bid.Tampa FL 33610 Date: October 31,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/932015 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 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 Wry and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems seeANN 7Pll(Waft Wedgy DS849 and SCM RMdtp Compondnf 6904 Parke East Blvd. Safety IdomnaffoKrvdlable from Turas Plate Institute,218 N.Lee Street.Sate 312, lexa dries.VA 22314. Tampa.FL 33610 - Job Truss Truss Type . !Qty Ply j T15458217 17128T0 T28 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:21:41 2018 Page 1 ID:?KVLnJdmeFL?cdV8wJvViIzmCVV-Vl6nfz6N_6okxwEhz?oFvRboxuXpErv?Zswcjsy0_0u 4-10-0 I 9-6-0 I 143-0 I 16-3-0 I 18-0-0 I 24-9-0 I 31-6-0 I 33-4839,0 410-0 4-8-0 4-9-0 2-0-0 1-9-0 6-9-0 6-9-0 1-10-8 0- Scale=1:60.9 4.00 12 7x10= 8 6x6= 5 25 6 7 107, 4: / 1.‘ 6x8 r, 3 N 4x5 war o gra r0 2 I4 1 =1�r• 'o i� 24 � J• ti t3 fir_ Ind Io brio= 1 0 7x10= 10 3x5 II 0 9 'a 6 dv 4x10 I. 6 17 16 15 5x6= 5x12= I 4-10-0 I 9-6-0 I 14-3-0 I 16-3-0 I 18-0-0 I 24-9-0 31-5-8 31 fie 33-9-0 4-10-0 4-8-0 4-9-0 2-0-0 1-9-0 89-0 6.88 0 8 230 Plate Offsets(X,Y)-- (8:0-2-5,Edge),j9:0-2-12,0-1-81,[14:0-3-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.41 13-14 >990 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.98 13-14 >413 180 BCLL 0.0 * Rep Stress Incr YES WB 0.89 Horz(CT) 0.25 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:193 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-6-8 oc purlins. BOT CHORD 2x4 SP No.1 *Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 4-15,18-19,19-20,10-12:2x4 SP No.3 WEBS 2x4 SP No.3*Except* 14-16:2x4 SP No.1 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 1=1344/0-5-8,9=1344/0-3-8 Max Horz 1=275(LC 12) Max Uplift 1—323(LC 12),9=-382(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3128/842,2-3=-2907/778,3-4=-5077/1552,4-5=-5107/1598,5-6=-2566/777, 6-7=-2566/777 BOT CHORD 1-17=-1032/2899,16-17=-1032/2899,13-14=-1058/3106,12-13=-264/748, 11-12=-230/829 WEBS 3-16=-1371/519,5-13=-612/286,6-13=-457/273,9-11=-1308/475,14-16=-1034/3143, 3-14=-672/2039,7-13=-624/2061,7-11=-1457/533,5-14=-694/2335 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=34ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-4-8,Interior(1)3-4-8 to 33-7-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 323 lb uplift at joint 1 and 382 lb uplift at joint 9. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East BNd.Tampa FL 33610 Data: October 31,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED WEB REFERANCE PAGE*90-7473 rev.10,032015 BEFORE USE 111111 Design valid for use only with MiTek®connectors.ltis design Is based only upon parameters shown,and Is for an i dlvdud building component,not a taus system.Before use,the bulking designer must verify the applicability of design parameters and properly kncorporate trtk design into the overall ;� bullring 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 posst Ie personal kiwi and property damage. For general guidance regarding the fabrication,storage.delNery,erection and bracing of trusses and truss systems,seeANSPIt t Qualy Csie,Tv 031-9 and ICS&team Component 6904 Parke East Blvd. safety erfermaMpnavallable from Truss Plate Institute.218 N.Lee Street.Tune 312,Alexandlyd,VA 22314. Tampa,FL 33610 Job j Truss Truss Type - Oty Ply 1 I T15458218 17128T0 T29 Hip 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:21:42 2018 Page 1 I D:?KV LnJd m eFL?cd VBwJvVi l zmC V V-zxg 9tJ 7?l OwbZ3ptXjJ U Re8wM l t8z l E90 W fAF lyO_Ot 4-10-0 I 9-6-0 I 14-3-0 I 16-3-0 , 20-0-0 i 26-10-8 I 31-5-8 i 33.3033-9TO 4-10-0 4-8-0 4-9-0 2-0-0 ' 3-9-0 6-10-8 4-7-0 1-9-8 d-6-b Scale=1:59.8 7x10= 4x5= 4x5= 4.00 12 5 26 27 6 7 coo 25 4 4x5 3 v 6x8% 1.1 , N r = 7°°/-El _ . n 2 11- 24 12 7x10= 1 6x6= 4x5= 9 3x5 I I oN 4- wi' - n 0 - 17 16 15 5x6= 5x12= I 4-10-0 9-6-0 I 14-3-0 16-3-0 I 20-0-0 26-10-8 31-5-8 I 33-9-0 4-10-0 4-8-0 4-9-0 2-0-0 3-9-0 6-10-8 4-7-0 2-3-8 Plate Offsets(X,Y)-- [7:0-2-0,Edge],[8:0-2-12,0-1-8),[14:0-3-8,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 0.81 Vert(LL) 0.39 14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.71 13-14 >566 180 BCLL 0.0 ' • Rep Stress Incr YES WB 0.88 Horz(CT) 0.23 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:197 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, 2-5:2x4 SP SS except end verticals. BOT CHORD 2x4 SP No.1 *Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 4-15,18-19,19-20,9-11:2x4 SP No.3 WEBS 2x4 SP No.3'Except* 5-14,14-16:2x4 SP No.1 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 1=1344/0-5-8,8=1344/0-3-8 Max Horz 1=274(LC 12) Max Uplift 1=-323(LC 12),8=-382(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3124/866,2-3=-2903/840,3-4=-5078/1765,4-5=-5137/1882,5-6=-2570/957, 6-7=-1775/638,8-10=-1310/484,7-10=-1273/497 BOT CHORD 1-17=-1067/2894,16-17=-1072/2896,4-14=-311/241,13-14=-975/2595,12-13=-638/1775 WEBS 3-16=-1346/571,5-14.1056/2746,5-13=-364/267,6-13=-379/947,6-12=-977/476, 7-12=-744/2056,14-16=-1121/3094,3-14=-826/2065 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=45tt;L=34ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-4-B,Interior(])3-4-8 to 20-0-0,Exterior(2)20-0-0 to 24-9-4,Interior(])24-9-4 to 33-7-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 323 lb uplift at joint 1 and 382 lb uplift at joint 8. Thomas A.Albani PE No.39380 MWTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 31,2018 0 WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.10/03/2015 BEFORE USE 11111. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an IndMdual bulding 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 possble personal Injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSVIMI Qualify CNedr.DSba9 and IC!/leuldlp Component 6904 Parke East Bbd. Safety Wolmoryontavaaable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type - Qty Ply 115458219 17128T0 130 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:21:44 2018 Page 1 I D:?KV LnJdmeFL?cdV8wJvVilzmC W-vKnwl?8GH 1 AI oNyGf7LyW 3DJ B6ZTRAsRFg9HKByO_Or 4-10-0 9-6-0 16-3-0 18-4-8 22-0-0 27-0-0 31-3-0 33-9-0 4-10-0 4-8-0 6-9-0 2-1-8 3-7-8 i 5-0-0 4-3-0 2-6-0 Scale=1:60.9 6x6 II 6x6 /I 4x5= 4x5 4.00 FIT 6 28 29 7 8 9 4x6% Oa n 5 27 � 4 6x8 I o 3 I/\ d 4x5% IB-- 2 ir. - ' o 26 0, 1—• - 15 14 0 Io 7x10= P. 1 0 7x10= 11 3x5 II o rii 4x10= r:i 19 18 17 5x6- 5x12= 4-10-0 9-6-0 14-3-0 16-3-0 22-0-0 31-3-0 31r -833-9-0 4-10-0 4-8-0 4-9-0 l 2-0-0 5-9-0 { 9-3-0 04-8 2-3-8 Plate Offsets(X,Y)-- 15:0-1-8,0-2-01,[10:0-2-12,0-1-8],(16:0-3-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.37 16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.71 15-16 >568 180 BCLL 0.0 * Rep Stress Inca YES WB 1.00 i Horz(CT) 0.23 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:208 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-6-5 oc purlins, BOT CHORD 2x4 SP No.1 `Except* except end verticals. 4-17,20-21,21-22,11-13:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3*Except* 16-18:2x4 SP No.1 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 1=1344/0-5-8,10=1344/0-3-8 Max Horz 1=268(LC 12) Max Uplift 1=-325(LC 12),10=-381(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3129/869,2-3=-2904/835,3-4=-5066/1729,4-5=-5084/1786,5-6=-2234/818, 6-7=-2095/805,7-8=-653/258,8-9=-709/258,10-12=-1325/500,9-12=-1347/480 BOT CHORD 1-19=-1060/2900,18-19=-1060/2900,15-16=-1174/3016,14-15=-570/1457 WEBS 3-18=-1373/579,5-15=-1314/568,6-15=-104/470,7-15=-288/913,9-14=-431/1243, 16-18=-1133/3148,3-16=-774/2015,7-14=-1262/538,5-16=-783/2362 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=34ft;eave=oft Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-4-8,Interior(1)3-4-8 to 22-0-0,Exterior(2)22-0-0 to 27-0-0,Interior(1)27-0-0 to 31-3-0,Exterior(2)31-3-0 to 33-7-4 zone;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 325 lb uplift at joint 1 and 381 lb uplift at joint 10. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 8904 Parks East Blvd.Tampa FL 33610 Date: October 31,2018 i i A WARNING-Verily desIgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mf-7473 rev.10/03/2015 BEFORE USE ll Design valid for use only with MITek®connectors.This design k based only upon parameters shown,and is for an isdivduat beNding component.not a fins 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 IndMurdon dtruss web and/or chord members only.Additional temporary and permanent bracing MiTT ek' Is always required for stability and to prevent collapse with possble personal Inksy and property damage. For general guidance regarding the fabrication,storage.delivery,erection card bracing of trusses and truss systems.seeAMSVIMf Oua1y Oftida.DSII-119 and RCN fufdhy Compon.nt 6904 Parka East Blvd. Solely rdonnallonrvaeable from Teas Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tarpa,FL 33610 Job I Truss Truss Type Qty Ply I I T15458220 17128T0 T31 Hip 1 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:21:45 2018 Page 1 I D:?KVLnJdmeFL?cdV8wJvVilzmC W-N W LI VL9u2L19QXXSCrsB3HmUpW viAe2bUUugsdyO_0q 4-10-0 9-6-0 14-3-0 16-3-0 19-1-8 24-0-0 29-3-0 31-5-8 33-9-0 4-10-0 4-8-0 4-9-0 i 2-0-0 i 2-10-8 4-10-8 5-3-0 2-2-8 2-3-8 I Scale=1:60.9 6x8_ 7x10= 4.00 12 6 2728 297 5x6 �+' Sr 8 4x5 5 ew 6x8--,--1 , 3 a) 'Q • 4x5 ,N z: .. � Y 26 I•you 15 14 13 ammo.: Id 7x10= 1 , 0 6x6= 4x5= 4x5= 10 3x5 II 1.3 Ti A g In N N O - C G 19 18 17 5x6= 5x12= 4-10-0I 9-6-0 I 14-3-0 i 16-3-0 i 19-1-8 24-0-0 29-3-0 31-5-8 33-9-0 4-10-0 4-8-0 4-9-0 2-0-0 2-10-8 4-10-8 5-3-0 2-2-8 2-3-8 Plate Offsets(X,Y)-- [5:0-1-4,0-2-41,16:0-4-0,0-2-8),[7:0-4-0,0-2-81,[9:0-2-12,0-1-8),[16:0-3-8,Edge1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.40 16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.73 15-16 >552 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.94 Horz(CT) 0.22 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:213 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-5-10 oc purlins, BOT CHORD 2x4 SP No.1'Except' except end verticals. 4-17,20-21,21-22,10-12:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3`Except* 16-18:2x4 SP No.1 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 1=1344/0-5-8,9=1344/0-3-8 Max Horz 1=268(LC 12) Max Uplift 1=-325(LC 12),9=-381(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3130/868,2-3=-2903/818,3-4=-5060/1695,4-5=-5074/1759,5-6=-2998/1132, 6-7=-1648/683,7-8=-1043/404,9-11=-1317/503,8-11=-1299/507 BOT CHORD 1-19=-1047/2901,18-19=-1047/2901,15-16=-1070/2839,14-15=-633/1666, 13-14=-340/932 WEBS 3-18=-1366/570,6-15=-648/1750,6-14=-706/358,7-14=-421/1083,7-13=-765/371, 8-13=-466/1270,16-18=-1116/3134,3-16=-758/2011,5-15=-1214/544,5-16=-846/2478 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=34ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-4-8,Interior(1)3-4-8 to 24-0-0,Exterior(2)24-0-0 to 28-9-4,Interior(1)28-9-4 to 29-3-0,Exterior(2)29-3-0 to 33-7-4 zone;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 325 lb uplift at joint 1 and 381 lb uplift at joint 9. Thomas A.Afbani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 31,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.10/03/2015 BEFORE USE. MT 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 Cuss system.Before use-the building designer must verify the appllcaWlty of design parameters and properly Incorporate this design Into the overall briding design. Bracing indicated is to prevent buckling of IndMdud buss web and/or chord members only. Additional temporary and permanent bracing MiTek" is dways 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 Cusses and buss systems seeAN11/1PI1 Clarify Climb,DSI-49 and SCM DuldIIg Compon.nt 6904 Parke East Blvd. Shc01yhrVaRnatloeruvdiable Born miss Plate Institute,218 N.Lee Street.Suite 312,Nexandria,VA 22314. Tampa.FL 33610 - Job Truss Truss Type - Qty Ply T15458221 17128T0 T32 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:21:46 2018 Page 1 I D:?KVLnJdmeFL?cdV8wJvVi IzmCVV-rjvgjgA W pfQ02h6emYOQcU IbzvEzv4pki7eNO3yO_0p 27-3-0 V 4-10-0 i 9-6-0 I 20-5-4 i 26-0-0 2RF-7i8 I 31-5-8 I 33-9-0 4-10-0 4-8-0 10-11-4 5-6-12 0-7-p8 4-2-8 2-3-8 4x10 a Scale=1:59.8 4.00 12 6 4x5 25 26 4x5 5 7 6x6 '71 4 ILO 4x5 0 • 3 ui 4x5 .111"s,V: E 2 11 lab 24 ,v, 13 12 6 7x10 4 „7x10= 13 27 12 1 0 6x6= 4x5= 9 3x5 I I d ((t —es if 6 Y o :� 17 16 15 5x6= 5x12= 4-10-0I 9-6-0 I 14-3-0 I 16-3-0 { 20-5-4 26-7-8 31-5-8 I 33-9-0 i 4-10-0 4-8-0 4-9-0 2-0-0 4-2-4 6-2-4 4-10-0 2-3-8 Plate Offsets(X,Y)-- (5:0-1-8,0-2-0],(6:0-4-0,0-1-0],(7:0-2-4,0-2-01,114:0-3-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.42 14 >962 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.77 13-14 >521 180 BCLL 0.0 ` i Rep Stress Incr YES WB 0.97 1 Horz(CT) 0.23 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:204 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-2-2 oc purlins, BOT CHORD 2x4 SP No.1*Except` except end verticals. 4-15,18-19,19-20,9-11:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3`Except* 5-14,14-16:2x4 SP No.1 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 1=1344/0-5-8,8=1344/0-3-8 Max Horz 1=268(LC 12) Max Uplift 1=-325(LC 12),8=-381(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3128/852,2-3=-2906/788,3-4=-5075/1571,4-5=-5134/1653,5-6=-2652/941, 6-7=-1323/475,8-10=-1309/457,7-10=-1271/472 BOT CHORD 1-17=-1010/2900,16-17=-1010/2900,4-14=-301/188,13-14=867/2510,12-13=-399/1201 WEBS 3-16=-1347/526,5-13=-1196/535,5-14=-928/2813,6-13=-655/1844,6-12=-558/302, 7-12=448/1339,14-16=-1032/3094,3-14=-711/2061 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=34ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-4-8,Interior(1)3-4-8 to 26-7-8,Exterior(2)26-7-8 to 31-4-12,Interior(1)31-4-12 to 33-7-4 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are 2x4 MT20 unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 325 lb uplift at joint 1 and 381 lb uplift at joint 8. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 31,2018 a WARNING-Verify dalgn parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MN-7473 rev.10/93/2015 BEFORE USE lt Design valid for use only with MITeke connectors.This design Is based only upon parameters shown,and Is for an Individual bulding component,not a ITU%system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design kilo the overall buldkng design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Ml T7 ek• is always required for stability and to prevent coltapse with possible personal k-4zy and property damage. For general guidance regarding the fabrication-storage.delivery,erection and bracing of trusses and truss systems,seeA11LT{N/II Ovally Garb,DWI!and RCN BuIcang Component 6904 Parke East Blvd. Safety h*ma/btmvallabte from Trus Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply I T15458222 17128T0 T33 Roof Special 2 1 , Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:21:48 2018 Page 1 ID:?KVLnJdmeFL?cdV8wJvVilzmCVV-n51R7MCmLGgkH_G1uzQuhvOwSjwRNzF1AR7UTyyO_0n 4-10-0 9-6-0 16-3-0 20-5-4 26-7-8 31-5-8 33-9-0 4-10-0 4-8-0 6-9-0 4-2-4 6-2-4 4-10-0 1 2-3-8 6x6= Scale=1:59.2 4.00F12 6 25 26 4x5% 4x5 5 7 6x6 4 4x5 a • 3 .13 VI 4071/' ' 42 � - w 11 WIII 24 „7x10= 13 27 12 d 1 H A d 6x6= 4x5= 9 3x5 I I IZ 17 16 15 5x6= 5x12= 4-10-0I 9-6-0 14-3-0 16-3-0 I 20-5-4 26-7-8 I 31-5-8 33-9-0 4-10-0 4-8-0 4-9-0 2-0-0 4-2-4 6-2-4 4-10-0 2-3-8 Plate Offsets(X,Y)-- (5:0-1-8,0-2-0],)6:0-3-0,0-2-8),(7:0-2-4,0-2-0],(14:0-3-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.42 14 >960 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.78 13-14 >520 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.98 Horz(CT) 0.23 8 n/a n/a BCDL 10.0 Code FBC2017/fP12014 Matrix-MS Weight:204 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-2-2 oc purlins, BOT CHORD 2x4 SP No.1 *Except* except end verticals. 4-15,18-19,19-20,9-11:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3*Except* 14-16,5-14:2x4 SP No.1 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 1=1344/0-5-8,8=1344/0-3-8 Max Horz 1=268(LC 12) Max Uplift 1=-325(LC 12),8=-381(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3128/843,2-3=-2906/778,3-4=-5075/1535,4-5=-5134/1624,5-6=-2666/905, 6-7=-1296/445,8-10=-1309/438,7-10=-1273/453 BOT CHORD 1-17=-1008/2900,16-17=-1008/2900,4-14=-301/187,13-14=-825/2510,12-13=-372/1180 WEBS 3-16=-1347/512,5-13=-1235/527,6-12=-553/286,7-12=-411/1309,14-16=-1004/3093, 3-14=-684/2061,6-13=-637/1888,5-14=-926/2812 NOTES- 1) OTES1)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=45ft;L=34ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-4-8,Interior(1)3-4-8 to 26-7-8,Exterior(2)26-7-8 to 30-0-0,Interior(1)30-0-0 to 33-7-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are 2x4 MT20 unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 325 lb uplift at joint 1 and 381 lb uplift at joint 8. Thomas A.Albani PE No.39160 MiTak USA,Inc.FL Cart 8834 6904 Parka East Blvd.Tampa FL 33610 Date: October 31,2018 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE AM-7473 rev.1010312015 BEFORE USE. mit Design valid for use only with Mitek®connectors.1Ns design is based only upon parameters shown,and is for an Individual holding component,not a truss system.Before use,the budding designer must verify the applicability of design parameters and properly incorporate this design into the overall { budding design. Bracing indk:ated Is to prevent buckling of Individual truss web and/or chord members only. AdditionalWok' temporary and permanent bracing is always regtared 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.seeANlp/1PIl Quay Cd1.Av,DSS-89 and SCa/Wdfrg Campmate 6904 Parka East Blvd. Safely Into nationavadable from Teas Plate Institute.218 N.Lee Street.Suite 312,PJexandda,VA 22314. Tampa,FL 33610 Job I Truss Truss Type Qty Ply T15458223 17128T0 1T34 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:21:49 2018 Page 1 I D:?KV LnJdmeFL?cdV8wJvVi IzmC VV-Gl bpLiCO5aobv8rDRhx7D7w5_7Gf6RgAP5s2?OyO_0m 4-10-0 9-6-0 14-3-0 20-5-4 26-7-8 33-9-0 4-10-0 4-8-0 i 4-9-0 6-2-4 6-2-4 7-1-8 6x6= Scale=1:58.7 4.00;12 6 n 20 19 4x5% 4x5 5 7 6x6 li 4 ell 4x5% r 0 3 6 r, 4x5 2Mr. f E7 .u 18 r *4411111111111111111111111%44, 15x1210 c. Q 14. = 6x6— 21 4 5= 3x5 11 14 13 12 5x6= 2x4 II 5x12= 2x4 II 4-10-0i 9-6-0 14-3-0 20-5-4 26-7-8 33-9-0 4-10-0 4-8-0 4-9-0 6-2-4 6-2-4 7-1-8 Plate Offsets(X,Y)-- [5:0-1-12,0-2-0),[6:0-3-0,0-2-81,[8:0-2-12,0-1-8],[11:0-3-8,0-2-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.31 4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.57 10-11 >702 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.96 Horz(CT) 0.13 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS i Weight:200 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-9-1 oc purlins, BOT CHORD 2x4 SP No.1 *Except* except end verticals. 4-12:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3*Except* 11-13:2x4 SP No.1 WEDGE Lett:2x4 SP No.3 REACTIONS. (lb/size) 1=1344/0-5-8,8=1344/0-3-8 Max Horz 1=268(LC 12) Max Uplift 1=-325(LC 12),8=-381(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3129/843,2-3=-29031777,3-4=-3965/1182,4-5=-4008/1266,5-6=-2325/816, 6-7=-1182/430,7-8=-1281/506 BOT CHORD 1-14=-1008/2900,13-14=-1008/2900,4-11=-311/191,10-11=-718/2179,9-10=-34211072 WEBS 3-13=-956/385,6-9=-589/299,6-10=-559/1667,5-10=-1134/489,5-11=-667/2013, 11-13=-944/2913,7-9=-393/1259,3-11=-347/1032 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=34ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-4-8,Interior(1)3-4-8 to 26-7-8,Exterior(2)26-7-8 to 30-0-0,Interior(1)30-0-0 to 33-7-4 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 325 lb uplift at joint 1 and 381 lb uplift at joint 8. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 8634 6904 Parke East Blvd.Tampa FL 33610 Date: October 31,2018 1 A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.101032015 BEFORE USE. MI Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an IndMNdual bulding 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 Wel( is always required for stability and to prevent collapse with possible personal itltey and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems seeM lPIl Quality Clfedq Dell-e9 and/C!1/Mew Component 6904 Parke East Blvd. Safety/domro#of ovalobie from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T15458224 17128T0 T35 Monopitch 10 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:21:50 2018 Page 1 I D:?KV LnJdmeFL?cdV8wJvVi IzmC VV-kU8BY2D I stwS W IQP?OSMmKTLLXhVr21 KdlcbXgyO_01 6-7-0 13-0-8 19-9-8 6-7-0 6-5-8 6-9-0 3x6_ Scale=1:42.6 2x4 I' 4 4.00 ri 4x5 3 6x6 2 12C4 8qq 1.000.111011111111.11.11.11111111.11111.111. 6 5 4x5= 6x8= 4x5= 9-9-12 19-9-8 1 9-9-12 i 9-11-12 Plate Offsets(X,Y)-- 15:0-2-4,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.17 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.36 5-6 >651 180 BCLL 0.0 * Rep Stress Incr YES WB 0.32 Horz(CT) -0.03 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:98 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-9-5 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-5-15 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 3-5 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 1=774/0-5-8,8=792/0-3-8 Max Horz 1=268(LC 12) Max Uplift 1=-154(LC 12),8=-261(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1565/338,2-3=-1197/204,5-8=-165/627 BOT CHORD 1-6=-537/1426,5-6=-278/755 WEBS 2-6=-431/271,3-6=-71/639,3-5=-921/348 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 19-7-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 154 lb uplift at joint 1 and 261 lb uplift at joint 8. Thomas A.Albani PE No.39380 MiTek USA,Ina.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 31,2018 � I 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 115.7473 rev.1003!2015 BEFORE USE Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an IndMdual building component,not a truss system.Before use,the building designer must verify the appllcabAIty 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 guidance regarding the fabrication.storage,delivery.erection and bracing of trusses and truss systems.seeAI@VIMI Qualify ClMM,05149 and ACS/Auldilg Component 6904 Parke East Blvd. Safely trattnflatiorriwillable from Truss Plate Institute,218 N.Lee Street,Suite 312,AJexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type ` I Qty Ply TI5458225 17128T0 T36 Roof Special 14 1 ,Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:21:51 2018 Page 1 I D:?KV LnJdmeFL?cdV8wJvVi lzmCVV-CgiZmOEfdB2J8S?cZ5zbIYOZPw8caQVTsPL83HyO_0k 6-1-14 12-2-4 17-8-2 23-5-8 23-11-0 6-1-14 l 6-0-6 5-5-14 5-9-6 d-5-8 Scale=1:46.8 4.00 FIT 5 6 16 4x5 4 6x8 3 11. � � ►ill • 4x5 2 15loft ii I.oli.i.i_i_ .-- 1 �.. 11 4 9 8 10 7 2x4 6x8= 4x5= 4x5= 4x5= 6-1-14 12-2-4 17-8-223-5-8 231-11-0 6-1-14 6-0-6 5-5-14 5-9-6 d-5-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.05 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.10 8-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.63 Horz(CT) 0.01 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 i Matrix-MS i Weight:133 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 No.1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEDGE 6-0-0 oc bracing:9-10. Left:2x4 SP No.3 WEBS 1 Row at midpt 5-8 REACTIONS. (lb/size) 1=338/0-5-8,10=1239/0-5-8,7=285/0-5-8 Max Horz 1=318(LC 12) Max Uplift 1=-39(LC 12),10=-313(LC 12),7=-131(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-440/33,2-3=-239/439 BOT CHORD 1-11=-301/369,10-11=-301/369,9-10=-316/0 WEBS 2-11=0/258,2-10=-787/302,3-10=-848/294,3-9=-106/554 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 23-3-8 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 psi bottom chord live load nonconcurrent with any other live loads. 3).This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 39 lb uplift at joint 1,313 lb uplift at joint 10 and 131 lb uplift at joint 7. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 8834 8904 Parke East BNd.Tampa FL 33810 Date: October 31,2018 4 mit a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M11-7473 rev.101032015 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 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 MI 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 truss systems,seeA? flp f tidally Climb.051149 and SCM adding Componont 6904 Parke East Blvd. Safely Momq/l.stvalabie from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job i Truss Truss Type !Qty Ply TI5458226 17128T0 T37 Hip Girder '1 1 , Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:21:52 2018 Page 1 I D:?KVLr>JdmeFL?cdV8wJvVilzmCVV-gsGxzkFHOVAAmcao7pUgrlYluKP6J?Bd535icjy0_Oj 4-0-0 7-7-8 11-3-0 15-3-0 4-0-0 3-7-8 3-7-8 4-0-0 Scale=1:30.3 3x6= NAILED 3 • NAILED i'il NAILED 16 17 6.00 12 7x10= 1 2x4 1 Special 7x10= Special 4 2 1 . E n 6 `� 1 v a a nn rin 1111to 18 19 9 8 7 2x4 I I NAILED 4x10= NAILED 2x4 I I 3x8 II 3x8 I I Special NAILED Special 4-0-0 7-7-8 11-3-0 15-3-0 I 4-0-0 I 3-7-8 3-7-8 4-0-0 Plate Offsets(X,Y)-- (1:0-3-8,Edge],[1:0-0-3,0-5-0],[1:0-0-1,0-0-3],[2:0-5-13,0-1-13],(3:0-3-0,Edge],[5:0-5-13,0-1-13],[6:0-0-1,0-0-3],[6:0-0-3,0-5-0],(6:0-3-8,Edge] 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 0.29 Vert(LL) 0.05 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.08 7-8 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.09 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:81 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-9-7 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 8-9-11 oc bracing. WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):4 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=920/0-5-8,6=920/0-5-8 Max Horz 1=90(LC 7) Max Uplift 1=-337(LC 8),6=-337(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1592/623,2-3=-374/191,2-4=-1246/483,4-5=-1246/483,3-5=-374/191, 5-6=-1592/623 BOT CHORD 1-9=-507/1390,8-9=-510/1381,7-8=-510/1381,6-7=-507/1390 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;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 337 lb uplift at joint 1 and 337 lb uplift at joint 6. 7)Graphical puffin representation does not depict the size or the orientation of the puffin 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)202 lb down and 219 lb up at 4-4-5,and 202 lb down and 219 lb up at 10-10-11 on top chord,and 88 lb down and 57 lb up at 4-2-2,and 88 lb down and 57 lb up at 11-0-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase-1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,3-5=-60,5-6=-60,10-13=-20 Thomas A.Albani PE No.39380 Concentrated Loads(Ib) MiTek USA,Inc.FL Cert 8634 Vert:3=-43(B)2=-106(B)9=-88(B)8=-35(B)5=-106(B)7=-88(B)16=-43(B)17=-43(B)18=-35(B)19=-35(B) 6904 Parke East Blvd.Tampa FL 33610 Date: October 31,2018 � 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ma-7473 rev.10/03/2016 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 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* ek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guldaice regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeA?SI/IIII Qually Caddo.Ds1-89 and BCSI Iuldb,g ComponaM 6904 Parke East Blvd. Safely Irloaaa#onwalable from Truss Plate Inslltute,218 N.Lee Sheet,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type I Qty Ply T15458227 17128T0 T38 Common 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 S Oct 6 2018 MTek Industries,Inc. Wed Oct 31 06:21:53 2018 Page 1 I D:?KVLnJdmeFL?cdVBwJvVilzmC W-83gKB4Fv90J 1 Om8_g W 03Oz5tGkmZ2RlmJjq F89yO_0i 7-7-8 15-3-0 7-7-8 7-7-8 5x6= Scale=1:27.9 2 6.00 12 • 13 12 14 11 3 1 1;1_ o — o • 4 3x8 ;I 2x4 I I 3x8 11 7-7-8 I 15-3-0 7-7-8 7-7-8 Plate Offsets(X,Y)-- [1:0-0-1,0-0-3],[1:0-0-3,0-5-0],[1:0-3-8,Edge],[3:0-0-1,0-0-3],[3:0-0-3,0-5-0],[3:0-3-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.09 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.15 4-7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.13 Horz(CT) 0.02 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:56 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 5-11-12 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 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=610/0-5-8,3=610/0-5-8 Max Horz 1=90(LC 11) Max Uplift 1=-160(LC 12),3=-i60(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-825/315,2-3=-825/315 BOT CHORD 1-4=-159/655,3-4=-159/655 WEBS 2-4=0/339 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-7-8,Exterior(2)7-7-8 to 10-7-8,Interior(1)10-7-8 to 15-3-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 160 lb uplift at joint 1 and 160 lb uplift at joint 3. Thomas A.Milani PE No.39380 MiTek USA,Inc.FL Cert 6834 6904 Parke East Blvd.Tampa FL 33610 Date: October 31,2018 � 1 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ma-7473 rev.10/032015 BEFORE USE 111 Design valid for use only with Mitekn,connectors.INs 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 appBcablity of design parameters and properly incorporate this design into the overall building lvl ding design. Bracing indicated Is to prevent bucking of inddud truss web and/or chord members only. Additional temporary mei permanent bracing MiTek' k always required for stability and to prevent collapse with possible personal okay and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSVIIII Quality Cm.Aa,DSdd,and ICI Dulidlna Componon, 6904 Parke East Blvd. Sohly brfonna/1pr[cvdl<tle from Truss Plate institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply I T15458228 17128T0 T39 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:21:54 2018 Page 1 I D:?KVLnJdmeFL?cdV8wJvVi IzmCVV-c FOiOPGXw6Ru?vj BE EXIwAeOn85Hnt7WYNapgcyO_0h 8-0-0 14-10-8 21-9-0 29-9-0 8-0-0 6-10-8 6-10-8 8-0-0 Scale-1:50.3 7x10 ss 2x4 I I 7x10= 2 17 3 18 4 6.00 NY 16 ,s 20 15 1 5 -VIS. e I.- 8 7 6 6x6= 2x4 11 7x10= 2x4 II 6x6= 8-0-0 14-10-8 21-9-0 29-9-0 8-0-0 6-10-8 6-10-8 8-0-0 Plate Offsets(X,Y)-- 11:Edge,0-2-131,(1:0-5-0,0-0-31,11:0-0-3,0-0-11,12:0-4-8,0-2-01,14:0-4-8,0-2-01,15:0-0-3,0-0-11,15:0-5-0,0-0-3],15:Edge,0-2-131 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.10 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.20 6-7 >999 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.25 Horz(CT) 0.06 5 Na n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:134 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-7-7 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 8-5-0 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=1190/0-5-8,5=1190/0-5-8 Max Horz 1=-101(LC 10) Max Uplift 1=-312(LC 12),5=312(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1974/700,2-3=-2125/838,3-4=-2125/838,4-5=-1974/700 BOT CHORD 1-8=-518/1668,7-8=-516/1673,6-7=-506/1673,5-6=-507/1668 WEBS 2-8=0/298,2-7=-188/655,3-7=-466/264,4-7=-188/655,4-6=0/298 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25tt;B=45ft;L=30ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 8-0-0,Exterior(2)8-0-0 to 12-2-15,Interior(1)12-2-15 to 21-9-0,Exterior(2)21-9-0 to 25-11-15,Interior(1)25-11-15 to 29-9-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL.-1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 312 lb uplift at joint 1 and 312 lb uplift at joint 5. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Date: October 31,2018 A WARNING-Wetly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ML-7473 rev.1003/2015 BEFORE USE. Design valid for use only with MITek@ connectors.This design is based only upon parameters shown,and Is for an Individual bolding 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 chard members only. Additional temporary and permanent bracing MiTek' ek' is always required for stability and to prevent collapse with pons le personal Inkay and property damage. For general guidance regarding the fabrication.storage.delivery,erection and bracing of trusses and truss systems,seeAt 1 it Quay CIM,,DSO-89 and IICX/Wdfp Compondnt 6904 Parke East BNd. Safely b*a maporpvdlable from Truss Plate Institute,218 N.Lee Street,Stile 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type * Qty Ply T15458229 17128T0 T40 Hip 1 1 L Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:21:56 2018 Page 1 I D:?KV LnJdmeFL?cdV8wJvVi IzmCVV-Ye W Sp5I oSjhbFDtZMfZm?bjl GxiXFjSCOh3VIUy0_Of 7-0-0 10-0-0 17-3-9 19-9-0 27-3-8 29-4-0 7-0-0 3-0-0 7-3-9 2-5-7 7-6-8 2-0-8 Scale=1:50.5 7x10 2x4 I I 8x10 3 22 23 24 4 25 5 6.00 12 2x4\\ r 2 21 26 10x16M18SHS= p 27 r Selk 40 20 1Gm 1 �7 N1O p.m sm .10 n�S I�'1aD c =. 7x10= s � a o :. 12 11 4x5= 8 4x6 7x10= 3x4 I I 2x4 I I 4x6 I I 10-0-0Ii 17-3-9 19-9-0 I 27-3-8 i 29-4-0 10-0-0 7-3-9 2-5-7 7-6-8 2-0-8 Plate Offsets(X,Y)-- [1:0-2-12,0-0-111,[1:0-0-3,0-5-0],[1:0-0-1,0-0-3],[3:0-4-8,0-2-01,[5:0-4-3,Edge],[6:0-11-8,Edge],[7:0-2-12,0-3-11,[10:0-3-8,Edge1,[12:0-3-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.41 6-9 >865 240 MT20 244/190 TCDL 10.0 i Lumber DOL 1.25 BC 0.78 Vert(CT) -0.79 6-9 >445 180 M18SHS 244/190 BCLL 0.0 ' i Rep Stress!nor YES WB 0.45 Horz(CT) 0.26 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:174 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. 5-7:2x6 SP SS BOT CHORD Rigid ceiling directly applied or 8-5-5 oc bracing. BOT CHORD 2x4 SP SS*Except* 4-11:2x4 SP No.3,7-8,11-12:2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 SLIDER Right 2x4 SP No.1 1-11-8 REACTIONS. (lb/size) 7=1176/Mechanical,1=1174/0-5-8 Max Horz 1=124(LC 11) Max Uplift 7=-307(LC 12),1=-308(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1954/721,2-3=-1725/684,3-4=-1814/769,4-5=-1802/758,5-6=-1991/696, 6-7=-458/186 BOT CHORD 1-12=-567/1669,11-12=-54/319,4-10=-320/198,9-10=-498/1765,6-9=-498/1757 WEBS 2-12=-284/228,3-12=-49/373,10-12=-370/1185,3-10=-174/466,5-10=-105/253, 5-9=-4/386 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=29ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-0-0,Exterior(2)10-0-0 to 14-2-15,Interior(1)14-2-15 to 19-9-0,Exterior(2)19-9-0 to 23-11-15,Interior(1)23-11-15 to 29-4-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)The Fabrication Tolerance at joint 6=4% 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 307 lb uplift at joint 7 and 308 lb uplift at joint 1. Thomas A.Albani PE No.39380 Wok USA,Inc.FL Cert 6634 8904 Parke East BNd.Tampa FL 33610 Date: October 31,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mf47473 rev.10/032015 BEFORE USE. Design valid for use only with Mllek®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 thk 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 Wel(' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regardng the fabrication,storage.delivery.erection and bracing of trusses and truss systems.seeANSI/7PII Quay Climb DS8'9 and ICSI Sulam Component 6904 Parke East Blvd. Safely I folma/lofruvdlable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type * Oty Ply ! T15458230 17128T0 1T41 Hip 1 1 I i Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:21:57 2018 Page 1 I D:?KVLnJdmeFL?cdV8wJvVilzmCW-1 g4g0RJOD 1 pSsNSIvM4?YpGVj L4B_8gME LoTHwyO_Oe 6-0-3 12-0-0 17-3-9 1T-9`0 22-6-4 27-3-8 29-4-0 6-0-3 5-11-13 5-3-9 0-5-7 4-9-4 4-9-4 2-0-8 Scale-1:50.4 7x10% 6x6 3 23 24 25 26 4 °Alit 6.00 12 27 4x5 4x5 i 22 5 2 V e •4444444%%44444144._ 10x16 M18SHS= ,np 28 21 10 :. 7 o J OM10 _ .. aIm 7x10= 9 - o O 13 12 11 4x5= 8 4x6 H 6x6= 4x10= 2x4 I I 2x4 II 4x6 II 6-0-3i 12-0-0 l 17-3-9 22-6-4 I 27-3-8 29-4-0 6-0-3 5-11-13 5-3-9 5-2-12 4-9-4 2-0-8 Plate Offsets(X,Y)-- 11:0-2-8,0-0-11),(1:0-0-3,0-5-01,[1:0-0-1,0-0-31,[3:0-4-8,0-2-01,[6:0-11-8,Edgel,17:0-2-8,0-2-91,110:0-3-8,Edge1 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 0.73 Vert(LL) -0.21 6-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.42 6-9 >836 180 M18SHS 244/190 BCLL 0.0 ` I Rep Stress Incr YES WB 0.58 Horz(CT) 0.18 7 n/a n/a � BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:178 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 `Except' TOP CHORD Structural wood sheathing directly applied or 3-5-10 oc purlins. 4-7:2x6 SP SS BOT CHORD Rigid ceiling directly applied or 7-10-3 oc bracing. BOT CHORD 2x4 SP No.1 *Except* 4-11,6-8:2x4 SP No.3,6-10:2x4 SP SS WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 SLIDER Right 2x4 SP No.1 1-11-8 REACTIONS. (lb/size) 7=1176/Mechanical,1=1174/0-5-8 Max Horz 1=149(LC 11) Max Uplift 7=-307(LC 12),1=-308(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2027/698,2-3=-1590/623,3-4=-1466/655,4-5=-1722/673,5-6=-2319/797, 6-7=-448/180 BOT CHORD 1-13=-568/1744,12-13=-568/1744,4-10=-134/496,9-10=-665/2146,6-9=-667/2149 WEBS 2-12=-476/236,3-12=-16/288,10-12=-319/1205,3-10=-77/279,5-10=-800/335 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=29ft;eave=oft Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 12-0-0,Exterior(2)12-0-0 to 16-2-15,Interior(1)16-2-15 to 17-3-9,Exterior(2)17-3-9 to 21-6-7,Interior(1)21-6-7 to 29-4-0 zone;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)The Fabrication Tolerance at joint 6=4% 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) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 307 lb uplift at joint 7 and 308 lb uplift at joint 1. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Date: October 31,2018 6 N A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.10/03/2016 BEFORE USE Design valid for use only with MITeke connectors.TNs 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 Mi e;� ek. is always required for stability and to prevent collapse with possible personal hfray and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANX/7111 Quafy CMdv DSiaf and SCSI Iu/detp Component 6904 Parke East Blvd. Safely IrfonnaMasuvallable from Tess Plate Institute,218 N.Lee Street.State 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type /Qty Ply I T15458231 17128T0 T42 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:21:58 2018 Page 1 I D:?KVLnJdmeFL?cdV8wJvVilzmC V V-VOdDEnJ2_LXJ UX 1 yT4bE500llITrja2VT?YOpNyO_Od 15-9-0 7-5-7 I 14-0-0 1 -10- i 17-3-9 I 19-1-5 i 21-1-14 i 23-2-8 I 27-3-8 29-4-0 7-5-7 6-6-9 0-10-1� 1-6-9 1-9-12 2-0-10 2-0-10 4-1-1 2-0-8 0-10-8 Scale=1:56.5 3x6= 3x5 H 3x6-- 6.00 6.00 123 4 5 rt* ■ al 4x5 6 6x8 i 110 4 25 )0p 2 6x8 ' \0.- 7 y 26 3x4 II 23 8 9 �� 815 4 12' Ci�� Im 1m 0 0 3x4 I' .m. 13 19 18 17 4x10= 16 11 10 4x5— 4x6 6x6= 2x4 I I 2x4= 4x10= 4x6= 7x10= 7-5-7 14-10-8l 17-3-9 I 21-1-14 i 27-3-8 29-4-0 i 7-5-7 7-5-1 2-5-1 3-10-6 6-1-10 2-0-8 Plate Offsets(X,Y)-- [1:0-2-8,0-0-11],[1:0-0-3,0-5-0],[1:0-0-1,0-0-3],[3:0-3-0,0-2-0],[4:0-3-0,0-1-8],[5:0-4-0,0-2-8],[7:0-3-12,0-3-0],[10:Edge,0-6-4],[10:0-1-12,0-0-0], [11:0-2-4,0-2-0],[12:0-3-12,0-2-0],[14:0-2-0,0-0-8],[15:0-2-12,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (toe) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.11 13-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.22 13-14 >999 180 j BCLL 0.0 * Rep Stress Incr YES WB 0.70 Horz(CT) 0.11 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:170 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-7-6 oc purlins, BOT CHORD 2x4 SP No.1 *Except* except end verticals. 14-16:2x4 SP No.3,8-11:2x8 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 1=1168/0-5-8,10=1168/Mechanical MaxHorz 1=172(LC11) Max Uplift 1=-306(LC 12),10=-307(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1971/649,2-3=-1455/561,5-6=-1414/583,6-7=-2017/719,7-8=-2704/976, 8-9=-1410/485,9-10=-1132/399,3-4=-1213/555,4-5=-1237/561 BOT CHORD 1-19=-502/1681,18-19=-504/1681,17-18=-100/345,16-17=-104/264,14-15=-310/1287, 13-14=-411/1550,12-13=-575/1955,11-12=-389/143,8-12=-518/273 WEBS 15-17=0/277,4-15=-258/821,2-15=-555/273,15-18=-405/1341,6-15=-517/264, 6-13=-145/504,7-13=-357/224,7-12=-237/537,9-11=-375/1133 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=29ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 14-0-0,Exterior(2)14-0-0 to 19-11-15,Interior(1)19-11-15 to 29-2-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 306 lb uplift at joint 1 and 307 lb uplift at joint 10. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 31,2018 V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rv-10432015 BEFORE USE. Ng Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an IndMdual building component,not a truss system.Before use,the building designer must verify the applicabelty 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 Milek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,deltvery-erection and bracing of trusses and truss systems.seeANSITI1 Oual y ClMAq 058-89 and SCSI adding Component 6904 Parke East Blvd. Safety hypnliagptavaeable from Truss Plate Institute,218 N.Lee Sheet.Suite 312,Plexaidrla,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T15458232 17128T0 T43 Roof Special 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:21:59 2018 Page 1 ID:?KVLnJdmeFL?cdV8wJvVilzmCVV-zDBbR7KgIe3A6hc81 n6TdELv99o3S0jfifHZMpyO_Oc 7-5-7 14-10-8I 17-3-9 19-1-5 21-1-14 23-2-8 27-3-8 i 29-4-0 7-5-7 7-5-1 2-5-1 1-9-12 2-0-10 2-0-10 4-1-1 2-0-8 5x6= Scale=1:56.5 6.00 12 3 in 22 23 4x5 4 4. 6x8 i 2 6x8 ,� 5 / , 24 3x4 I 21 \`6 ' e .. _ f.13— 2 y ,� �I. Io Io -' 16 3x4 1 17 154x10= 14 9 8 4x5= 4x10= 4x6 I 6x6= 2x4 H 2x4= 4x6= 7x10= 7-5-7 14-10-8 17-3-9 21-1-14i 27-3-8 i 29-4-0 7-5-7 7-5-1 2-5-1 3-10-6 6-1-10 2-0-8 Plate Offsets(X,Y)-- 11:0-0-1,0-0-31,11:0-0-3,0-5-01,11:0-2-8,0-0-11),[5:0-3-12,0-3-0j,(8:Edge,0-6-4),18:0-1-12,0-0-01,19:0-2-4,0-2-01,110:0-3-12,0-2-01,[13:0-2-12,0-2-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.10 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.21 11-12 >999 180 BCLL 0.0 * Rep Stress!nor YES WB 0.74 Horz(CT) 0.11 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:171 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-6-15 oc purlins, BOT CHORD 2x4 SP No.1 *Except' except end verticals. 12-14:2x4 SP No.3,6-9:2x8 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 1=1168/0-5-8,8=1168/Mechanical Max Horz 1=182(LC 11) Max Uplift 1=-306(LC 12),8=-307(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1978/616,2-3=-1446/519,3-4=-1414/544,4-5=-2015/676,5-6=-2714/940, 6-7=-1411/462,7-8=-1132/381 BOT CHORD 1-17=-449/1690,16-17=-451/1690,15-16.94/338,14-15=-95/256,12-13=-272/1304, 11-12=-366/1560,10-11=-530/1950,9-10=-389/137,6-10=525/273 WEBS 13-15=0/279,3-13=-258/869,2-13=-584/277,13-16=-360/1357,4-13=-544/251, 4-11=-132/489,5-11=-342/212,5-10=-248/546,7-9=-356/1134 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=45ff;L=29ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 14-10-8,Exterior(2)14-10-8 to 17-10-8,Interior(1)17-10-8 to 29-2-4 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 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 beating plate capable of withstanding 306 lb uplift at joint 1 and 307 lb uplift at joint 8. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cod 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 31,2018 t i 0 WARNWG-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AIH-7473 rev.10032015 BEFORE USE Design valid for use only with MITeke connectors.ibis design Is based only upon parameters shown,and Is for an Individual budding 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 IndMdud 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 properly damage. For general guidance regarding the fobrtcatto n.storage,delivery,erection and bracing of trusses and truss systems.seeA dWlpfI Oaalry C4.Ao,D3b49 and ICat Adding Component 6904 Parke East Blvd. Safety Idamal/orpvdlable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type 'Qty Ply I T15458233 1712870 T44 GABLE '1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:22:01 2018 Page 1 I D:?KV LnJdmeFL?cdV8wJvVi IzmC W-vbJ LSpMwHGJuL_mX8C9xifQDOyRZwsBy9zmgOiyO_Oa ` 8-0-0 12-7-12 17-3-9 21-9-0 24-6-4 27-3-8 i 29-9-0 8-0-0 4-7-12 4-7-12 4-5-7 2-9-4 2-9-4 2-5-8 TOP CHORD MUST BE BRACED BY END JACKS, Scale=1:55.6 5x6= ROOF DIAPHRAGM,OR PROPERLY CONNECTED PURLINS AS SPECIFIED. \ 12 g % 14 4x6 7x14 MT2OHS i 7 " 16 4x6 5 • 4x5= 5x' 1 5x10 MT20HS 2 8 11 15 6.0012 0 4. GB 06 JB' 1&B 1 `; !N19 01 3 tZ• in 374x10 o O/ 21 v 1.4000.11.1.36 25 24 E- , Irri9 7x10= _� d 'Sr 29 28 27 4x10= 23 5x6 I 6x6= 6x8= 5x12= 5x6= 3x4 II 8-0-0 12-7-12 17-3-9 21-9-0 27-3-8 29-9-0 8-0-0 l 4-7-12 4-7-12 l 4-5-7 I 5-6-8 l 2-5-8 Plate Offsets(X,Y)-- [1:0-0-3,0-5-0],[1:0-0-1,0-0-3],[2:0-9-5,Edge],[3:0-0-12,Edge],[15:0-5-8,0-2-0],[19:0-0-4,Edge],[20:0-5-5,Edge],[21:0-4-12,0-2-0],[22:Edge,0-1-15], 124:0-4-0,Edge],[26:0-5-8,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 0.59 Vert(LL) 0.14 24-25 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.27 24-25 >999 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress lncr YES WB 1.00 Horz(CT) 0.13 22 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:196 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-6-12 oc purlins. BOT CHORD 2x4 SP No.1 *Except* BOT CHORD Rigid ceiling directly applied or 5-7-0 oc bracing. 15-27:2x4 SP No.3,21-23:2x10 SP No.2 JOINTS 1 Brace at Jt(s):15,11,6 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 22=1190/0-5-8,1=1190/0-5-8 Max Horz 1=-175(LC 10) Max Uplift 22=-356(LC 12),1=-356(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1950/731,2-3=-1818/793,3-4=-1457/727,4-6=-1457/727,6-8=-1457/727, 8-10=-1732/815,10-11=-1732/815,11-13=-1732/815,13-15=-1732/815,15-17=-1566/687, 17-19=-1566/687,19-20=-1968/805,20-21=-2215/829,21-22=-1819/686, 12-14=-370/217,14-16=-417/207,16-18=-418/175,18-19=-461/161,3-5=-414/134, 5-7=-386/158,7-9=-384/196,9-12=-386/231 BOT CHORD 1-29=-519/1640,28-29=-518/1645,27-28=-80/254,25-26=-711/2108,24-25=-1266/3397, 22-23=-551/1519 WEBS 2-29=0/264,15-25=-262/148,20-25=-113/474,2-28=-132/285,8-28=-322/226, 26-28=-544/1570,8-26=-147/449,21-25=-1487/675 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.Opst;h=25ft;B=45ft;L=30ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 14-10-8,Exterior(2)8-0-0 to 12-2-8,Interior(1)12-2-8 to 21-9-0,Exterior(2)14-10-8 to 18-10-8,Interior(1)18-10-8 to 29-9-0 zone;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable studs spaced at 1-4-0 oc. Thomas A.Albani PE No.39380 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. MiTek USA,Inc.FL Cert 6634 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 6904 Parke East Blvd.Tampa FL 33610 will fit between the bottom chord and any other members. Date: 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 356 lb uplift at joint 22 and 356 lb uplift October 31,2018 Contatljeitlbfh.page 2 1 1 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MD-7473 rev.1GU3r2015 BEFORE USE mill Design valid for use only with MiTek®connectors.this design k based only upon parameters shown,and is for an IrdMduai building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate thk design Into the overall ;� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required tor stability and to prevent collapse with possble personal injury and properly damage. For general guidance regarding the 6904 Parke East Blvd.fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSf1MI Qualy Cd/HO DS6A9 and DCS1 wading Component SaNfy into/Tacna/mailable from Truss Plate Institute,218 N.Lee Sheet,Shite 312,Atexaadrla.VA 22314. Tampa,FL 33610 Job I Truss Truss Type Qty Ply 715458233 ,17128TO T44 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:22:01 2018 Page 2 I D:?KV LnJdmeFL?cdV8wJvVi IzmC W-vbJLspMwHGJuL_mX8C9xifQD0yRZwsBy9zmgQiyQ_0a NOTES- 11)Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. t I 0 WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Ml-7473 rev.10'032015 BEFORE USE. Mt Design valid for use only with MITeke connectors.Ibis design Is based only upon parameters shown.and is for an Individual landing component,not a truss system.Before use,the balking designer must verify the applicability of design parameters and properly incorporate this design Into the overall -� building design. Pracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mel( Is always recited 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 seeANS1/IPII Ovally C/Mdq DSS-119 and ICI Bulking Componanf 6904 Parke East Blvd. Safely AnfonnadonavaNable from Truss Plate institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tanya.FL 33610 Job Truss Truss Type Qty Ply T15458234 17128T0 T45 HIP GIRDER 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:22:05 2018 Page 1 I D:?KVLnJdmeFL?cdV8wJvVilzmC VV-oNYsiAPRKUpKgc3I N2DttVbzpamGsg5X4bkuZTy0_0W 6-0-0 9-9-12 13-5-12 17-3-9 20-4-8 23-9-0 27-3-8I 29-9-0 6-0-0 3-9-12 3-8-0 3-9-12 3-1-0 3-4-8 3-6-8 2-5-8 Scale=1:51.2 NAILED NAILED NAILED NAILED NAILED 7x10= NAILED 2x4 H 7x10= 2x4 II NAILED NAILED NAILED NAILED 4x5= 6x6 !! 6.00 12 2 24 3 2526 4 27 28 5 29 30 6 31 7 -:1ig 1151 � ..IIIuuI M � IIIIIIMIII�III III�ir 4 r, 4x10 . ze n um 1 11�111�1117-�NIM � emim8 9 G/ �1 ,.. �13 11 tl� e9 -� 37 38 39 12 40 5x12= 20 0 32 17 33 16 34 15 35 36 t4 7x10= NAILED NAILED 4x10 = JUS24 10 4x6 II JUS24 6x6 NAILED 4x10 NAILED 6x6= NAILED 2x4 I! NAILED 3x4 H 4x6 II NAILED NAILED NAILED NAILED 6-0-0 9-9-12 13-5-12i 17-3-9 23-9-0 27-3-8 29-9-0 6-0-0 3-9-12 3-8-0 3-9-12 6-5-7 3-6-8 2-5-8 Plate Offsets(X,V)-- [1:0-2-12,0-0-11],[1:0-0-3,0-5-0],[1:0-0-1,0-0-3],[2:0-4-8,0-2-0],[8:0-4-12,0-2-0],[9:0-0-3,0-5-0],[9:0-0-1,0-0-3],[9:0-2-12,0-0-11],[11:0-4-0,Edge], [13:0-3-8,Edge],[15:0-3-0,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.23 12-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.41 12-13 >871 180 BCLL 0.0 * Rep Stress Incr NO WB 0.94 Horz(CT) 0.14 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:321 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 5-0-12 oc purlins. BOT CHORD 2x4 SP No.1 `Except" BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 5-14:2x4 SP No.3,8-10:2x10 SP No.2 WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=2320/0-5-8,9=2325/0-5-8 Max Horz 1=76(LC 24) Max Uplift 1=-756(LC 8),9=-802(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-4127/1355,2-3=-4888/1642,3-4=-4888/1642,4-5=-6604/2266,5-6=-6725/2299, 6-7=-4742/1684,7-8=-5107/1773,8-9=-3703/1300 BOT CHORD 1-17=-1125/3600,16-17=-1127/3616,15-16=-1729/5474,14-15=-208/631,5-13=-354/209, 12-13=-1967/5892,11-12=-2302/6549,9-10=-1073/3119 WEBS 2-17=-37/404,7-12=-589/1877,8-12=-2020/810,2-16=-550/1753,4-15=-721/367, 3-16=-440/278,4-16=-811/284,13-15=-1546/4922,4-13=-512/1403,6-13=-269/1107, 6-12=-1556/550 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,2x10-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=30ft;eave=4ft;Cat. II;Exp C;End.,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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 756 lb uplift at joint 1 and 802 lb uplift at Thomas A.Albani PE No.39380 joint 9. MiTek USA,Inc.FL Cart 6634 9)Use USP JUS24(With 10d nails into Girder&1 Od nails into Truss)or equivalent spaced at 21-7-8 oc max.starting at 4-0-12 from 6904 Parke East Blvd.Tampa FL 33610 the left end to 25-8-4 to connect truss(es)to front face of bottom chord. Data: 10)Fill all nail holes where hanger is in contact with lumber. October 31,2018 Odr)triothi- r tes 3-10d(0.148"x3")or 3-12d(0.148`x3.25")toe-nails per NDS guidlines. � I 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI7473 raw.10/1732015 BEFORE USE mill Design valid for use only with MITekm 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 buss systems.see.AIRVIPII Gamily C/Mrb,DS049 and BCSI Buldlng Compoment 6904 Parke East Blvd. Balmy►dgmationavalabie from Truss Plate institute.218 N.Lee Street.Stile 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T15458234 17128T0 T45 HIP GIRDER 11 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:22:05 2018 Page 2 I D:?KV LnJdmeFL?cdV8wJvVilzmCVV-oNYsiAPRKUpKgc3I N2DttVbzpamGsg5X4bkuZTyO_0W LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-2=-60,2-7=-60,7-9=-60,14-18=-20,11-13=-20,10-21=-20 Concentrated Loads(Ib) Vert:2=-97(F)7=-82(F)17=-60(F)12=-76(F)16=-60(F)3=-97(F)24=-97(F)25=-97(F)27=-97(F)28=-97(F)29=-82(F)30=-82(F)31=-82(F)32=-339(F)33=-60(F) 34=-60(F)35=-60(F)36=-60(F)37=-76(F)38=-76(F)39=-76(F)40=-351(F) � I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10W32O15 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 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.seeAHW/ipfI CYOfy Crfe,o,DS!-89 and SCSI WSOip Component 6904 Parke East Blvd. Safety Idotmallan rvallable from truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 JobTruss Truss Type I Qty Ply I TI5458235 17128T0 T46 Half Hip Girder 13 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:22:06 2018 Page 1 I D:?KVLnJdmeFL?cdV8wJvVi IzmC VV-GZ6EvW Q35oxBRIeUxI16Pi78iz3xbL2hJFUR5vyO_0V 4-0-0 6-0-0 4-0-0 2-0-0 Scale=1:17.9 Special 4x5= 2 3 6.00 • 5 4 ►. 2x4 II 5x6= Special 4-0-0 6-0-0 4-0-0 2-0-0 Plate Offsets(X,Y)-- 11:0-0-3,0-0-11,[1:0-5-0,0-0-31,[1:Edge,0-2-51 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.19 5-8 >369 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.28 5-8 >254 180 BCLL 0.0 Rep Stress Incr NO WB 0.06 Horz(CT) 0.16 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:23 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 No.1 BOT CHORD Rigid ceiling directly applied or 5-1-0 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 3=58/Mechanical,4=303/Mechanical,1=294/0-5-8 Max Horz 1=83(LC 8) Max Uplift 3=-42(LC 4),4=-121(LC 8),1=-77(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-297/184 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;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.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 42 lb uplift at joint 3,121 lb uplift at joint 4 and 77 lb uplift at joint 1. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)160 lb down and 203 lb up at 4-0-0 on top chord,and 81 lb down and 54 lb up at 4-2-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,4-6=-20 Concentrated Loads(lb) Vert:2=-99(F)5=-81(F) Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 31,2018 � I 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.101032015 BEFORE USE Design valid for use only with MiTek®connectors.This design k based only upon parameters shown,and Is for an Individual bulding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall briding design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Addffonal temporary and permanent bracing MI; Tele is always required for stability and to prevent collapse with possible personal him/and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeAIW/DII Ovally Cleft DSS-10 and ICSI/utdhg Compon.nt 6904 Parke East Blvd. Safely h to moS n svdiabie from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T15458236 1712810 T46A Half Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:22:07 2018 Page 1 ID:?KVLnJdmeFL?cdV8wJvVilzmCVV-klgc7sQhs6323vDgVTGLywgBBNQBKn?gXvD?eLyO_0U 2-5-8 4-0-0 6-0-0 2-5-8 1-6-8 2-0-0 Scale=1:18.5 Special 4x5= 3 4 , 6.00112 �� 2,4 I I ii 2 red! Ed 6 5 2x4 11 6 Special I di 8 k di 2x4 I I 3x5 I I 2-5-8 4-0-0 6-0-0 2-5-8 1-6-8 2-0-0 Plate Offsets(X,Y)-- [1:0-0-1,0-0-31,[1:0-0-3,0-5-0),(1:0-2-8,0-0-7) LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.20 6-7 >355 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.29 6-7 >248 180 BCLL 0.0 * Rep Stress Incr NO WB 0.08 Horz(CT) 0.16 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:23 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 No.1 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 2-8:2x4 SP No.3 WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 4=58/Mechanical,5=313/Mechanical,1=298/0-5-8 Max Horz 1=83(LC 8) Max Uplift 4=-42(LC 4),5=-125(LC 8),1=-77(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 2-7=-172/438 WEBS 3-6=-417/209 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;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.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 42 lb uplift at joint 4,125 lb uplift at joint 5 and 77 lb uplift at joint 1. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)147 lb down and 162 lb up at 4-0-0 on top chord,and 133 lb down and 98 lb up at 4-2-2 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:1-3=-60,3-4=-60,8-9=-20,5-7=-20 Concentrated Loads(lb) Thomas A.Albani PE No.39380 Vert:3=-61(F)6=-133(F) MITtk USA,Inc.FL Cert 8634 8904 Parke East Blvd.Tampa FL 33810 Date: October 31,2018 0 WARPING-Verify design parameters and READ NOTES ON THIS AND INCLUDED NITEK REFERANCE PAGE N6-7473 rev.10032015 BEFORE USE, Design valid for use only with Mtlek®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 arid 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 MR*. 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 busses and truss systems.seeAlOVIPII Curly CsMrfa,DSII-89 and BCSI Mulding COmpon nt 6904 Parke East Blvd. Softly Id011naSpnvalable from Truss Plate Institute.218 N.Lee Sheet.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T15458237 '17128T0 T49 Common Girder 1 n L Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:22:08 2018 Page 1 I D:?KVLnJdmeFL?cd V8wJvVi lzmC W-CxE_KCRJdPBvh3ot3AnaV7DTKntf34FzmZzYAoyO_0T 3-9-11 7-7-0 11-2-0 15-0-8 3-9-11 3-9-5 3-7-0 3-10-8 6x6= Scale=1:28.3 3 6.00 12 2x4\\ 2x4// 4 2 )41141010,. 1 5 q — - - in - - rr r — 11 - - ,6 14 15 7 16 17 18 6 19 20 THD26 THD26 7x6= THD26 THD26 THD26 7x6= THD26 THD26 6x6= 6x6= 4-11-3 9-10-2 15-0-8 4-11-3 I 4-10-14 5-2-6 Plate Offsets(X,Y)-- [1:0-0-0,0-2-1j,[5:0-0-0,0-2-9j,[6:0-3-0,0-4-8],[7:0-3-0,0-4-8] 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 0.33 Vert(LL) -0.10 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.19 6-7 >943 180 BCLL 0.0 ' 1 Rep Stress Incr NO WB 0.72 Horz(CT) 0.03 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:162 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-8-7 oc purlins. BOT CHORD 2x6 SP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEDGE Right:2x4 SP No.3 REACTIONS. (lb/size) 1=4631/0-5-8,5=4630/0-4-0 Max Horz 1=88(LC 24) Max Uplift 1=-i268(LC 8),5=-1264(LC 8) FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-7614/2105,2-3=-7507/2115,3-4=-7329/2061,4-5=-7440/2054 BOT CHORD 1-7=-1832/6745,6-7=-1221/4696,5-6=-1780/6571 WEBS 3-7=-1002/3635,3-6=-1025/3772 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 0-8-0 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=l30mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 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 1268 lb uplift at joint 1 and 1264 lb uplift at joint 5. 8)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-9-12 from the left end to 13-1-4 to connect truss(es)to back face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Thomas A.Albani PE No.39380 Uniform Loads(plf) MiTek USA,Inc.FL Cert 6634 Vert:1-3=-60,3-5=-60,8-11=-20 6904 Parke East Blvd.Tampa FL 33610 Date: Continued on page 2 October 31,2018 t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/F7473 rev.1003/2015 BEFORE USE. IIII 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 budding of IndWidud 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 ks by and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems seeANSI/IPII Quay C/Nda,DS11-89 and BCSI Adding Comporting 6904 Parke East Blvd. Satiny Itolmafonavdlable from Truss Nate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. _-- — — Tampa,FL 33610 Job TTuuss Truss Type Qty Ply I T15458237 17128T0 T49 Common Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:22:08 2018 Page 2 I D:?KVLnJdmeFL?cdV8wJvVi IzmCVV-CxE_KCRJdPBvh3ot3AnaV7DTKntf34FzmZzYAoyO_0T LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:14=-1148(B)15=-1148(B)16=-1148(B)17=1148(B)18=-1156(B)19=-1156(B)20=-1156(B) 1 1 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 111.7473 rev.1603.2015 BEFORE USE NMI- 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 appllcablity 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 posstle personal Inlay and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeMd11/INf Quay CsV do,DS6419 and SCSI Buldlfy Component 6904 Parke East Blvd. Safety►MamaMppvoilable from Truss Plate Iris-Mule.218 N.Lee Sheet,Smite 312,Plexandrla,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply I T15458238 17128T0 T50 Common 8 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:22:09 2018 Page 1 ID:?KVLnJdmeFL?cdV8wJvVilzmCVV-g8oNXYSxOjKIIDN3ctlp1 LIcKBE0ogj7?Di5iEy0_OS 7-7-0 15-2-0 7-7-0 7-7-0 5x6= Scale 1:27.8 6.00 12 13 12 14 11 3 1 d • n 4 3x8 2x4 II 3x8 7-7-0 I 15-2-0 7-7-0 7-7-0 Plate Offsets(X,Y)-- (1:0-0 1,0-0 3],[1:0-0-3,0-5-0],[1:0-3-8,Edge],[3:0-0-1,0-0-3],[3:0-0-3,0-5-0],[3:0-3-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.09 4-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.15 4-10 >999 180 BCLL 0.0 ` Rep Stress lncr YES WB 0.13 Horz(CT) 0.02 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:56 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 No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=607/0-5-8,3=607/0-5-8 Max Horz 1=89(LC 11) Max Uplift 1=-159(LC 12),3=-159(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-820/314,2-3=-820/314 BOT CHORD 1-4=-159/651,3-4=-159/651 WEBS 2-4=0/337 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-7-0,Exterior(2)7-7-0 to 10-7-0,Interior(1)10-7-0 to 15-2-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 159 lb uplift at joint 1 and 159 lb uplift at joint 3. Thomas A.Alban]PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 31,2018 � I A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 8.7473 rev.10103/2015 BEFORE USE. Design valid for use only with MITeke connectors.This design is based only upon parameters shown,and Is for an individual bulding component.not a truss system.Before use,the bulking designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling 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 posstle personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI71,11 Gualy CMAs 038.49 and SCSI Suldhp Component 6904 Parke East Blvd. Safely IdbrmaMpnuvdlable from Truss Plate Institute,218 N.Lee Sheet.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 • Job Truss Truss Type Qty Ply T15458239 17128T0 T51 Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:22:10 2018 Page 1 I D:?KVLnJdmeFL?cdV8wJvVi IzmCVV-8KMI I uTa91 ScwNyFAbp2aYlnnbRhX7RGEsSfEgyO_OR 6-0-0 9-2-0 15-2-0 6-0-0 3-2-0 6-0-0 Scale=1:26.5 NAILED 6x6 11 NAILED NAILED 6x6 II 2 13 3 - iI uu 6.00112 n fi 4 1 nn fl Pk] nn = la 14 6 15 5 16 JUS24 2x4 II NAILED 2x4 JUS24 4x6 4x6 11 II NAILED NAILED 6-0-0 9-2-0 15-2-0 6-0-0 3-2-0 6-0-0 Plate Offsets(X,Y)-- [1:0-0-1,0-0-3],(1:0-0-3,0-5-0],11:0-2-8,0-0-11],(4:0-0-1,0-0-31,14:0-0-3,0-5-0],14:0-2-8,0-0-111 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.15 6-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.23 6-9 >777 180 BCLL 0.0 * Rep Stress Incr NO WB 0.16 Horz(CT) 0.03 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:58 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-1-15 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 8-5-9 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=1183/0-5-8,4=1181/0-5-8 Max Horz 1=71(LC 7) Max Uplift 1=-395(LC 8),4=-394(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1844/631,2-3=-1600/610,3-4=-1844/630 BOT CHORD 1-6=-485/1583,5-6=-486/1600,4-5=-484/1583 WEBS 2-6=-38/423,3-5=-43/428 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;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 395 lb uplift at joint 1 and 394 lb uplift at joint 4. 7)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 7-0-8 oc max.starting at 4-0-12 from the left end to 11-1-4 to connect truss(es)to front face of bottom chord. 8)Fill all nail holes where hanger is in contact with lumber. 9)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,3-4=-60,7-10=-20 Concentrated Loads(Ib) Thomas A.Albani PE No.39380 Vert:2=-97(F)3=-97(F)6=-60(F)5=-60(F)13=-97(F)14=-339(F)15=-60(F)16=-339(F) Musk USA,Inc.FL Celt 6634 8904 Parks East Blvd.Tampa FL 33610 Date: October 31,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M1.7473 rev.IOA3/2015 BEFORE USE Design valid for use only with Mi1ekn connectors.this design Is based only upon parameters shown,and Is tor an indMdual 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 . Wel(' design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary permanent bracing is 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.seeAMJIPII Quaaly aloft 088 49 and GCS/Goading Component 6904 Parke East Blvd. JAN►y Womudlonavcilable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria-VA 22314. Tan-pa,FL 33610 Job Truss Truss Type Qty Ply T15458240 17128T0 T52 Half Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:22:11 2018 Page 1 I D:?KVLnJdmeFL?cdV8wJvVilzmCVV-c W w7yDTCwKaTYXXSkI KH6mr0W_z4GaoQS W BCn7yO_0Q 4-0-0 7-5-8 4-0-0 3-5-8 Scale=1:18.4 Special _ NAILED 2x4 II 2 4x6 3 9 6.00 112 111111. " MITII10 2x4 H NAILED =, Special 4 3x511 3x4 Q 3 Q 4-0-0 7.5-8 0 3 0 3-9 0 3-5-8 Plate Offsets(X,Y)-- 11:0-2-8,0-0-71,(1:0-0 3,0-5-01,(1:0-0-1,0-0-31,12:0-1-4,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.02 5-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(CT) 0.02 5-8 >999 180 BCLL 0.0 * • Rep Stress Incr NO WB 0.16 Horz(CT) -0.00 1 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:35 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 4=454/0-5-8,1=380/0-3-8 Max Horz 1=83(LC 8) Max Uplift 4=-343(LC 5),1.243(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-493/316 BOT CHORD 1-5=-309/394,4-5=-319/405 WEBS 2-4=-494/389 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 343 lb uplift at joint 4 and 243 lb uplift at joint 1. 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)117 lb down and 218 lb up at 4-0-0 on top chord,and 78 lb down and 83 lb up at 4-2-2 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(pit) Vert:1-2=-60,2-3=-60,4-6=-20 Concentrated Loads(Ib) Thomas A.Albani PE No.38380 Vert:2=-95(B)5=-78(B)9=-43(B)10=-35(B) MiTek USA,Inc.FL Cott 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 31,2018 4 0 WARNING-Verlfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AN-7473 rev.1003/2015 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 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 Mired( Is always required for stabltty 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,seeANWf/R/T Qutat/y Cfieda,DSb89 and KM Minding Component 6904 Padre East Blvd. May hlo,maIonavalable from Truss Plate InstiTufe,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T15458241 17128T0 T54 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 S Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:22:12 2018 Page 1 I D:?KV LnJdmeFL?cdV8wJvVi lzmCVV-4j UVAZUghei K9g5elOrW fzN6?ODk?2GZhAxIJZyO_OP 6-0-0 7-5-8 6-0-0 1-5-8 4x5= 2x4 I I Scale=1:23.0 2 3 6.00'12 c%S 1 n 1 c 3x4=4 5x6= Q -3- 6-0-0 I 7-5-8 d-3-0 5-9-0 1-5-8 Plate Offsets(X,Y)-- (1:0-0-3,0-0-1],(1:0-5-0,0-0-3],(1:Edge,0-2-5] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.33 4-7 >265 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.56 Vert(CT) 0.27 4-7 >327 180 BCLL 0.0 * Rep Stress lncr YES WB 0.08 Horz(CT) -0.04 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:34 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 No.1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 4=293/0-5-8,1=293/0-3-8 Max Horz 1=124(LC 12) Max Uplift 4=-211(LC 12),1=-150(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-4=-185/261 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25tt;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-0-0,Exterior(2)6-0-0 to 7-3-12 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 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 211 lb uplift at joint 4 and 150 lb uplift at joint 1. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 31,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-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. AdclBbnal temporary and permanent bracing MiTek* is always required for stability and to prevent collapse wtih possble personal Ir*sy and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANl1/IfI Qualy Cite°,DS049 and ICM Meng Component 6904 Parke East Blvd. Solely Mormolbnrvallable from Truss Plate Institute,218 N.Lee Street.Suite 312,Nexandrla.VA 22314. Tampa,FL 33610 Job jTruss Truss Type Qty Ply T15458242 17128T0 j T55 Monopitch 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 S Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:22:13 2018 Page 1 ID:?KVLnJdmeFL?cdV8wJvVilzmCVV-Zv1 tNvVSSygBnggqrjNlCBwJuobxkVxjwqgJr?yO_00 5-0-5 7-5-8 5-0-5 2-5-3 2x4 I Scale=1:26.4 3 6.00 12 2x4\\ 2 9 .. 8 1 ►� ►Zt 4 5x6= 3x4= 3p 758 3- 7-2-8 Plate Offsets(X,Y)-- (1:0-0-3,0-0 t),(1:0-5-0,0-0-3),[1:Edge,0-2-1) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.23 4-7 >381 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.44 Vert(CT) 0.19 4-7 >471 180 BCLL 0.0 * Rep Stress!nor YES WB 0.11 Horz(CT) -0.02 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:35 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wand sheathing directly applied or 6-0-0 no purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 1=293/0-3-8,4=293/0-5-8 Max Horz 1=150(LC 12) Max Uplift 1=-137(LC 12),4=-224(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 1-4=-251/187 WEBS 2-4=-286/384 NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-3-12 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 137 lb uplift at joint 1 and 224 lb uplift at joint 4. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Date: October 31,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-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 bullring 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.seeANSIPPI1 Qualy WPM,DSS-89 and Bpi nuldhp Component 6904 Parke East BNd. Sally lMamanonsvCIc rle from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa.FL 33610 • 4 Job Truss Truss Type Qty Ply T15458243 17128T0 VO1 VALLEY 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:22:14 2018 Page 1 ID:?KVLnJdmeFL?cdV8wJvVilzmCVV-15bGbFW4DFy2P_F1PRu_kOTYNCODTzys8UQsNRyO_ON 5-0-0 5-0-0 2x4 i I Scale=1:9.6 4 2 3.00 12 L __ ' 1 � 3 3x4 2x4 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P i Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=144/5-0-14,3=144/5-0-14 Max Horz 1=41(LC 8) Max Uplift 1=-40(LC 8),3=-50(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)1-3-0 to 4-3-0,Interior(1)4-3-0 to 4-10-4 zone;C-C for members and forces&MW FRS 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 40 lb uplift at joint 1 and 50 lb uplift at joint 3. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Dec October 31,2018 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 Mick®connectors.This design Is based only upon parameters shown,and Is(or an individual building component,not a truss system.Before use,the building designer must verify the applicaWlty 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 Miiek Is always required for stability and to prevent collapse with possible personal Inkay and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANS//PII Quay Crbdo,DS6-89 and dC31 adding Camponant 6904 Parke East Blvd. Safely dUonnadornva labie from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job I Truss Truss Type Qty Ply T15458244 17128TO V02 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:22:14 2018 Page 1 ID:?KVLnJdmeFL?cdVBwJvVilzmCVV-15bGbFW4DFy2P_F1 PRu_kOTXgC?VTz5s8UQsNRyO_ON 5-3-8 10-7-0 5-3-8 5-3-8 Scale=1:18.7 4x5 I 2 6.00 FT 7 6 r\ 8 5 3 1 4 � =o o� 0 4 2x4 2x4 (I 2x4 10-6-8 log-0 10-6-8 048 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 0.21 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(CT) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S I Weight:34 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 No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=172/10-6-0,3=172/10-6-0,4=402/10-6-0 Max Horz 1=-55(LC 10) Max Uplift 1=-58(LC 12),3=-58(LC 12),4=-80(LC 12) Max Gray 1=173(LC 21),3=173(LC 22),4=402(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-4=-265/187 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=25tt;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-7-9 to 3-7-9,Interior(1)3-7-9 to 5-3-8.Exterior(2)5-3-8 to 8-3-8,Interior(1)8-3-8 to 9-11-7 zone;C-C for members and forces&MW FRS 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 58 lb uplift at joint 1,58 lb uplift at joint 3 and 80 lb uplift at joint 4. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 31,2018 � r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MD-7473 rev.10/93/2015 BEFORE USE. Design valid for use only with Milek®connectors.tnls 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 binding 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,seeAAOVIPI1 Qualy Cl/eda,DS119 and SCMWSdip Component 6904 Parke East Blvd. Solely I1ftnnaitofrjvaltable from truss Plate Institute,218 N.Lee Street,Suite 312,Nexandrta,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T15458245 17128T0 V03 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:22:15 2018 Page 1 I D:?KV LnJdmeFL?cdV8wJvVi lzmCW-Vl9eobXi_Z4v08q Dz8PD He?k5cNOCOa?N890wuy0_OM 3-3-8 6-7-0 3-3-8 3-3-8 4x5 I I Scale=1:12.5 2 6.00 12 ri 3 1 O Y \ � o =o ❖i:❖::•:::❖:•:•:❖:•::•:::•.•:•::•::•:•:•:❖:•.•:.•i•••i::::❖:❖::❖.•:.•i:•::••:•:❖:❖ 4 2x4 G 2x4 2x4 0- 8 6-7-0 0411-8 6-6-8 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 0.10 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(CT) n/a - n/a 999 BCLL 0.0 • Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 3 Na n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:20 Ib 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 No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=109/6-6-0,3=109/6-6-0,4=208/6-6-0 Max Horz 1=-31(LC 10) Max Uplift 1=-41(LC 12),3=-41(LC 12),4=-30(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=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(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 41 lb uplift at joint 1,41 lb uplift at joint 3 and 30 lb uplift at joint 4. Thomas A.Albani PE No.39380 Wok USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 31,2018 � I A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M9-7473 rev.10/03/2015 BEFORE USE 11111. Design valid for use only with MITek®connectors.This design k based only upon parameters shown,and is for an indlvkival building component,not a truss system.Before me.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 ry and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal gray and property damage. For general guidance regarding the fabrication.storage.delivery,erection and bracing of trusses and truss systems,seer? j7P U Qualy CihM,DS11'49 and SCSI Wldirp Component 6904 Parke East Bird. Safety Intomnitionlvallable from Truss Plate institute,218 N.Lee Sheet.Suite 312.Alexandria.VA 22514. Tampa.FL 33610 c Job Truss Truss Type 1 Qty Ply T15458246 17128T0 VO4 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:22:16 2018 Page 1 ID'?KVLnJdmeFL?cdV8wJvVilzmCVV-zUjO?xXKktCmeIPPXSwSppYwD?jDxtS9covzSKy0_0L 1-3-8 2-7-0 t-3-8 1-3-8 6.00 Scale=1:5.9 2 3 1 4114 io •044i0•i•i i •iii��OOOOOOP0�4•POOi�i00::::iiiiii•�::::::::..�•..•••.••••��•••••••••••�••••••.••. ii:�%%%%%%%i.•�O•i001❖.•.1❖iiiiiiii01.•:.•:.':.:4••.•::O•:•.•.•:.L':J.•:::•::•.•:•:J::.•::::.::•:•:.•:•:::::J:::: •.•:•: 4x6 2x4 0)0.8 2-7-0 0-0-8 2-6-8 Plate Offsets(X,Y)-- [1:0-3-4,0-1-10],[1:0-1-12,Edge],[2:0-0-14,0-1-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(CT) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:6 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-7-0 oc puffins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=53/2-6-0,3=53/2-6-0 Max Horz 1=8(LC11) Max Uplift 1=-14(LC 12),3=-14(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=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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 14 lb uplift at joint 1 and 14 lb uplift at joint 3. Thomas A.Albani PE No.39380 Wok USA,Inc.FL Curt 6634 6904 Parks East Blvd.Tampa FL 33610 Data: October 31,2018 __ 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Ma-7473 rev.1QWY1016 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 bolding 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,seeANSVIPIi Qualify Ctf da,DSO-89 and ICSI Illueding Component 6904 Parke East BNd. Safely ad onnaea/17valable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 1 Job Truss Truss Type Qty Ply T15458247 17128T0 V05 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:22:17 2018 Page 1 I D:?KVLnJdmeFL?cdV8wJvVi lzmC VV-RgHODHYzVAKdGS_b4ZRhM 15_7P?7gKi I rSeW_myO_OK 6-4-8 6-4-8 2x4 II Scale=1:19.4 2 6.00 P12..••••••00 — 5 4 3 2x4 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DE FL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.29 Vert(CT) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 rVa n/a BCDL 10.0 i Code FBC2017/TP12014 Matrix-P Weight:23 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 No.1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=224/6-4-0,3=224/6-4-0 Max Horz 1=115(LC 12) Max Uplift 1=-30(LC 12),3=-88(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=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-7-9 to 3-7-9,Interior(1)3-7-9 to 6-2-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 30 lb uplift at joint 1 and 88 lb uplift at joint 3. Thomas A.Albani PE No.39380 M3Tek USA,Inc.FL Cert 8634 8904 Parke East Blvd.Tampa FL 33810 Date: October 31,2018 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ma-7473 rev.1608/2015 BEFORE USE. Design valid for use only with Milek©connectors.This design!s 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 MiTek' is always required for stability and to prevent collapse with possible personal may and property damage. For general gukiance regardng the fabrication.storage.delivery,erection and bracing of trusses and truss systems,seeANal//NI Quafy 011.4117,D51-19 and NM Budder Component 6904 Parke East Blvd. Sandy blonnaSb iovalable from Truss Plate Institute.218 N.Lee Sheet Suite 312.Alexandria,VA 22314. Tanga,FL 33610 o Job Truss Truss Type Qty Ply T15458248 17128T0 V06 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:22:18 2018 Page 1 I D:?KV LnJdmeFL?cdV8wJvVi lzmCW-vtrmQdZbGUSUtbZoeGywVEdExpN9PnyS3604XDy0_0J 4-4-8 4-4-8 Scale=1:13.7 2 2x4 1 6.00 12 4 II cv 1 3 2x4 G 2x4 I1 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 0.19 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) n/a - n/a 999 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 I Matrix-P Weight:15 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-4-8 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=144/4-4-0,3=144/4-4-0 Max Horz 1=74(LC 12) Max Uplift 1=-19(LC 12),3=-56(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=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-7-9 to 3-7-9,Interior(1)3-7-9 to 4-2-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 19 lb uplift at joint 1 and 56 lb uplift at joint 3. Thomas A.Alban'PE No.39380 MTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33810 Date: October 31,2018 � r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE*11.7473 rev.161132015 BEFORE USE Design valid for use only with MlTektr connectors.TNs design k based only upon parameters shown,and Is for cn 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 possble personal injury and property damage. For general guidance recyxding the fabrication.storage.delivery,erection and bracing of muses and truss systems,see/UM/11W Qualify Cronin,058.19 and ICS/IUIdhIg Component 6904 Parke East Blvd. Sde/y bvo/mofa/mvclable from Truss Plate institute.218 N.Lee Sheet,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 IJob Truss Truss Type Oty Ply T15458249 117128T0 V07 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:22:18 2018 Page 1 I D:?KVLnJdmeFL?cdV8wJvVi IzmC VV-vtrmQdZbGUSUtbZoeGywvEdGNpOcPnyS3604XDyO_0J 2-4-8 2-4-8 Scale=1:8.7 2 2x4 11 6.00 TIF 1 ������-•-✓•✓vv'�•v•- ••• •'•'v✓•'r•-�•••�••••iii•iii••�••••�•• 6 •ii1i0�•O�JJ�O�J•'��•'J•'•'iii OP����O�������0'i i•••.�.•i•'i ii••i i•'�'� •iii0�OOd�PPii:OPO.:•••::.:PiiPP� ••••••• •���❖i�����i�i�i iii iii i i iO������L�i��1�i�i�i iii:�:�i iii•i i•i :��i����� 3 2x4— 2x4 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P i Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-4-8 oc purlins, BOT CHORD 2x4 SP Nn.1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=64/2-4-0,3=64/2-4-0 Max Horz 1=33(LC 12) Max Uplift 1=-8(LC 12),3=-25(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=5.0psi;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)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 8 lb uplift at joint 1 and 25 lb uplift at joint 3. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Date: October 31,2018 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 440 7473 rev.10'09/2015 BEFORE USE Design valid for use only with Mllek®connectors.This design is based only upon parameters shown,and is for an hdMdual building component.not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeAMWIPI1 Ona/y CIbAq DSII-81,and RCN/Aly Campan of 6904 Parke East Blvd. Sandy b cnnanonavdlable from Truss Plate Institute,218 N.Lee Street.Shiite 312,Alexandria VA 22314. Tampa.FL 33610 • Job Truss Truss Type Oty Ply 715458250 17128TO V08 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:22:19 2018 Page 1 I D:?KV LnJdmeFL?cdV8wJvVi lzmCVV-N3P9ezaD 1 oaLVl8_C_T9RSAOwDib8ECblm7d3fyO_0l 5-4-8 5-4-8 2x4 I Scale=1:11.8 2 4.00 12 . 4 • 1 _ ■ a o pi O••••00000000���•POOi••••••i 00000��0�0•OP�•PO�i•OOOi�i•00•��OPO�iOSS•����P00000�0•O��OPPOP�•i i i i 00�00•���•�O.00P�i ......•�i i i i Oi i i Oi•j�j���j�j�jPi••PJi i•0.00.••❖•❖•••••••••••••••::�i i i i•.•••••••••••••••�•.•.::i i O�•000�OOOOO�����5•i i Oi O�•�O�OOO��j�•� 3 2x4 2x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(CT) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a i BCDL 10.0 Code FBC2017/TPI2014 Matrix-P i Weight:171b FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 5-4-8 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=172/5-3-12,3=172/5-3-12 Max Horz 1=59(LC 12) Max Uplift 1=-35(LC 12),3=-55(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=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-11-5 to 3-11-5,Interior(1)3-11-5 to 5-2-12 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 35 lb uplift at joint 1 and 55 lb uplift at joint 3. Thomas A.Albani PE No.39380 Wok USA,Inc.FL Cart 6634 8904 Parke East Blvd.Tampa FL 33610 Data: October 31,2018 � 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1-7473 rev.10032015 BEFORE USE. Design valid for use only with MITeke connectors.This design Is based only upon parameters shown,and Is for an Individual buNding 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 bolding design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additkmal temporary and permanent bracing MiTek* Is always regWred 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.seeANS1//P11 Gray ClMAo,DSS-89 and RCN Building Compon.nf 6904 Parke East Bird. *saw intomutdionavasable from Truss Plate Institute.218 N.Lee Street.Suite 312.Nexandda.VA 22314. Tampa,FL 33610 Job I Truss Truss Type 'Qty Ply TI5458251 17128TO V09 Valley 1 1 !Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:22:20 2018 Page 1 I D:?KV LnJdmeFL?cdV8wJvVi lzmCVV-rFyXrlaro5iC7vjAmh?O_fja 1 d3otgCIXQtBb5yO_OH 8-6-0 8-6-0 2x4 I Scale=1:17.5 3 4.00 12 — 2x4 2 6 o :::0':..❖•:•••.❖••.••❖.••••:::::•.:::•.•.::•••.••••••••••••❖.•D.❖.:•.•.:❖•••❖.•••••••••.•••.•••.•:.•.❖.•::•.::•••.❖••••.••••❖.•.:❖.:::❖••••.•.❖••.•••.•.❖.• 5 4 2x4 2x4 2x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) Na - Na 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(CT) Na - Na 999 BCLL 0.0 * Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 Na Na BCDL 10.0 j Code FBC2017/TPI2014 Matrix-P Weight:29 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, ROT CHORD 2x4 SP Nn.1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=104/8-5-4,4=118/8-5-4,5=371/8-5-4 Max Horz 1=102(LC 12) Max Uplift 4—38(LC 12),5=-119(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-278/268 NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25tt;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-11-5 to 3-11-5,Interior(1)3-11-5 to 8-4-4 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 38 lb uplift at joint 4 and 119 lb uplift at joint 5. Thomas A.Atbani PE No.39380 MiTek USA,Inc.FL Cott 8634 6904 Parke East Blvd.Tampa FL 33610 Date: October 31,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10433/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an individual bolding component,not a taus 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 indlvtdual 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 fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSWPii Quay CIMAp,DSI-89 and IICX&day Compon«rt 6904 Parke East Blvd. Safety er/olmalp,Pvaliabie from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tarrpa.FL 33610 • Job Truss Truss Type Qty Ply T15458252 t 7128TO V10 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:22:20 2018 Page 1 I D:?KV LnJdmeFL?cdV8wJvVi IzmC VV-rFyXrlaro51C7vjAmh?O_fj W Fd07thRIXQtBb5yO_OH 6-6-0 6-6-0 Scale=1:13.6 2 2x4 4.00112 5 4 1 i i i;i•::i;i'i;iL'i'i i:i;iXi;i:i;W iO;il9;i i;i:9 ;i4;i:9;i:il9;i;i4•:'9:9;i4lW:i;9:9;i�i�i�i i i4:i:iXi i'i;i i;i;i:•;•:•:•:•: 3 2x4 4 2x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.27 Vert(CT) n/a - n/a 999 BCLL 0.0 ` Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:21 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 No.1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=217/6-5-4,3=217/6-5-4 Max Horz 1=75(LC 12) Max Uplift 1=-44(LC 12),3=-69(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.Opsf;h=25tt;B=45ft;L=24tt;eave=4tt;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-11-5 to 3-11-5,Interior(1)3-11-5 to 6-4-4 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 44 lb uplift at joint 1 and 69 lb uplift at joint 3. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Dab: October 31,2018 6 r 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE*16.7473 rev.10/932015 BEFORE USE till Design valid for use only with MITeke connectors.Ns design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the builcAng 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 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,delNery,erection and bracing of trusses and truss systems.seeAAW/INI Clua/y Caleb,DS-89 and OM IktfliryCoinponent 6904 Parke East Blvd. Solely IntonnottOnavcilable from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Pty T15458253 17128T0 V11 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:22:21 2018 Page ID:?KVLnJdmeFL?cdV8wJvVilzmC W-KSW v3ebTZPg2k3HNJPW dW tFIs0P2c8hum4ck7XyO_0G 4-6-0 I 4-6-0 Scale=1:10.2 2 4 2x4 11 4.00 12 3 2x4 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(CT) n/a - n/a 999 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:141b FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-6-0 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=137/4-5-4,3=137/4-5-4 Max Horz 1=47(LC 12) Max Uplift 1=-28(LC 12),3=-44(LC 12) 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=5.0pst;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-11-5 to 3-11-5,Interior(1)3-11-5 to 4-4-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 28 lb uplift at joint 1 and 44 lb uplift at joint 3. Thomas A.Albani PE No.39380 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 31,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS ANO INCLUDED M1TEK REFERANCE PAGE MN-7473 rev.10103/2015 BEFORE USE lest 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 Incori this't'skrn Into the overall bolding design. Racing Indicated is to prevent buckling of individual truss web and/or chord members only. A i+III. !-i I-.irmanenf bracing MiTek is always required for stability and to prevent collapse with possble personal injury and property damage. for the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeMeltI NI Oualy Cavite,055-89 and SCSI BL Id,ng Component 6904 Parke East Blvd. ldeSy bdonno/apvdBable from Inas Plate inslttute,218 N.Lee Sheet.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T15458254 1712810 V12 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:22:22 2018 Page 1 ID:?KVLnJdmeFL?cdVBwJvVi IzmC W-oe4HG_c5KjyvMDsZt61 s34oyXQmcLbh 1_kMHg_y0_0F 2-6-0 2-6-0 4x6= Scale=1:6.9 4.00 FIT 2 111111 .11 .111................ .. . ....................... ::•::•::::::•::••••:::::::::•:•: 3 2x4 Plate Offsets(X,Y)-- 12:0-1-12,0-0-91,12:0-11-3,0-1-121,13:0-1-12,0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:6 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-6-0 00 purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=57/2-5-4,3=57/2-5-4 Max Horz 1=20(LC 12) Max Uplift 1=-11(LC 12),3=-18(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=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterlor(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 11 lb uplift at joint 1 and 18 lb uplift at joint 3. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Date: October 31,2018 a WARNING-Verify design parameters and READ NOTES ON THIS AND SVCLUDED MWTEK REFERANCE PAGE Mu-7473 rev.10/032015 BEFORE USE. Milt I s-edn valid for use only with MITek®connectors.This design k based only upon parameters shown,and Is for an IndMdual bolding component,not r truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall t xAding design. Bracing Indicated k to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTele 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 teases and truss systems,seeAllW"IP11 aaa/yCi/.dq DSII49 and SCSI Buddha Compon.nf 6904 Parke East Blvd. Safely(MonnoY,.eovallable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria VA 22314. Tampa,FL 33610 • Job Truss Truss Type Qty Ply 715458255 17128T0 V13 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Oct 6 2018 MiTek Industries,Inc. Wed Oct 31 06:22:23 2018 Page I ID:?KVLnJdmeFL?cdVBwJvVilzmCVV-GgefUKdj504m_NRIRgY5bIL5Zg6L41 HBDO5rCQy0_0E 1-9-7 1-1I fi 5-6-0 9-0-15 9(2.9 11.0-0 1-9-7 0-1-9 3-6-15 3-6-15 0-1-9 1-9-7 Scale-1:17.8 4x5 I I 3 6.00 12 2x4 I I r, 4 2x4 I I 2 •,� 10 ' w ■ ■ w w r r ■ r 8 7 6 2x4 i 2x4 2x4 II 2x4 II 2x4 II 11-0-0 11-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) ria - rVa 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(CT) n/a - n/a 999 BCLL 0.0 • Rep Stress[nor YES WB 0.06 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S i Weight:35 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 No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 11-0-0. (lb)- Max Horz 1=-50(LC 10) Max Uplift All uplift 100 lb or less at joint(s)1,5,7,8,6 Max Gray All reactions 250 lb or less at joint(s)1,5,7,8,6 FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpl=0.18;MW FRS(directional)and C-C Exterior(2)1-3-4 to 4-2-0,Interior(1)4-2-0 to 5-6-0,Exterior(2)5-6-0 to 8-6-0,Interior(1)8-6-0 to 9-8-12 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,5,7,8,6. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33810 Date: October 31,2018 WARNING-Vasty design parameters and READ NOTES ON THIS AND WCLUDED MITEK REFERANCE PAGE II-7473 rw.10/032015 BEFORE USE. Design valid for use only with MiTek connectors.this design k based only upon parameters shown.and is for an individual bulding component,not a truss system.Before use.the building designer must verify the applicablity of design parameters and properly incorporate this design Into the overall balding design. Bracing Indicated is to prevent budding of IndMdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek. Is always required tax stability and to prevent collapse with possible personal Inµxy and property damage. For general guidance regarding the fabrication.storage.delivery,erection and bracing of trusses and truss systems see/WWII/I Goofy Crf.Aq DS&19 and ICS/Wang Component 6904 Parke East Blvd. Welty Infonno/tonavdlable from Truss Plate institute.218 N.Lee Street.Suite 312,Alexandria VA 22314. Tampa,FL 33610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 134" Center plate on joint unless x y 6-4-8 dimensions shown In ft-in-sixteenths Failure to Follow Could Cause Property (Drawings not to scale) offsets are indicated. Damage or Personal Injury rIM= Dimensions are in ft-in-sixteenths. �I Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,Is always required, See BCSI. 0 1714, itE� 2. Truss bracing must be designed by an engineer.For wide truss spacing,Individual lateral braces themselves WEBS 4 may require bracing,or alternative Tor I 0 ibil U bracing should be considered. lall .P' OPRIllor U 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. n O 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate e u �� designer,erection supervisor,property owner and plates 0-1/16"from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each OIMIEMEM 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. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. • PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for 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, ESR1988 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,size,orientation and location dimensions Indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that ��,� 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 alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. 411.110 reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Ail Min size shown is for crushing only. MINNM 18.Use of green or treated lumber may pose unacceptable IST environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI l: National Design Specification for Metal Mil 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. is nor sufficient. BCSI: Building Component Safety Information, 11/1iTek® 20.Design assumes manufacture In accordance with Guide to Good Practice for Handling, PI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015