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Home My WebLink AboutTRUSSCUT MiTek RE: 2738763 MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 3361 0-41 1 5 Site Information: Customer: GROZA BLDRS Project Name: 2738763 Lot/Block: . Model: . Address: 5705 EMERSON AVE, . Subdivision: . City: PORT SAINT LUCIE State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: ASCE 7-10 Wind Speed: 170 mph Roof Load: 45.0 psf Floor Load: N/A psf This package includes 36 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T23441188 Al 4/5/2021 21 T23441208 CJ5 4/5/2021 2 T23441189 A2 4/5/2021 22 T23441209 CJ6 4/5/2021 3 T23441190 A3 4/5/2021 23 T23441210 D1 4/5/2021 4 T23441191 A4 4/5/2021 24 T23441211 D2 4/5/2021 5 T23441192 A5 4/5/2021 25 T23441212 EJ3 4/5/2021 6 T23441193 B1 4/5/2021 26 T23441213 EJ7 4/5/2021 7 T23441194 B2 4/5/2021 27 T23441214 HJ3 4/5/2021 8 T23441195 B3 4/5/2021 28 T23441215 HJ7 4/5/2021 9 T23441196 B4 4/5/2021 29 T23441216 HJ71 4/5/2021 10 T23441197 B5 4/5/2021 30 T23441217 V1 4/5/2021 11 T23441198 B6 4/5/2021 31 T23441218 V2 4/5/2021 12 T23441199 B7 4/5/2021 32 T23441219 V3 4/5/2021 13 T23441200 B8 4/5/2021 33 T23441220 V4 4/5/2021 14 T23441201 B9 4/5/2021 34 T23441221 V5 4/5/2021 15 T23441202 B10 4/5/2021 35 T23441222 V6 4/5/2021 16 T23441203 B11 4/5/2021 36 T23441223 V7 4/5/2021 17 T23441204 CJ 1 4/5/2021 18 T23441205 CJ2 4/5/2021 19 T23441206 CJ3 4/5/2021 20 T23441207 CJ4 4/5/2021 The truss drawing(s)referenced above have been prepared by MiTek USA,Inc under my based on the parameters direct rs provided by Builders FirstSource(Fort Pierce). Truss Design Engineer's Name: Lee,Julius •'•G E N My license renewal date for the state of Florida is February 28,2023. .�� '••�'� �F••'• �: Florida COA:6634 No 69 IMPORTANT NOTE:The seal on these truss component designs is a certification *;• that the engineer named is licensed in the jurisdiction(s)identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown(e.g.,loads,supports,dimensions,shapes and design codes),which were O'.•• ATE OF :�� given to MiTek. Any project specific information included is for MiTek 0 A, customers file reference purpose only,and was not taken into account in the preparation of � ••. O R\ P \�� these designs. MiTek has not independently verified the applicability of the design �j s ••• �� parameters orr the in of design y particular midi d properly the be these designsi r applicability 9 P P P Y P into the overall building design per ANSI/TPI 1,Chapter 2. Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 April 05, 2021 nnta- 1 of 1 Lee,Julius Job Truss Truss Type Qty Ply T23441188 2738763 Al SCISSORS 3 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 2 11:46:32 2021 Page 1 I D:wEH iBOU IQr8Orl IKdVj6flz4mJ I-gTQ?DIZb_e8ugnbjVJV8h3fMQNIYN iPEtfn_smzUmQL -1-0-p 6-3-0 11-10-0 17-5-0 23-0-0 28-7-0 34-2-0 39-9-0 46-0-0 4,7-0 p 1-0- 6-3-0 5-7-0 0- Scale=1:83.8 5x6 11 5.00 12 7 3x6 3x6 6 823 4x10 MT20HS 5� 3x6 22 3x6 5 9 4x10 MT20HS 2x4 zz� 4 10 2x4 17 11 21 3 7x10 1 24 M Sx12= 19 18 4x66= 15 5x12= 4x6= 12 1 2 20 6x12 MT20HS= 6x12 MT20HS= 14 13 o 4x6= 2.50 F12 4x6= Io ST1.5x8 STP= ST1.5x8 STP= 15-9-9 23-0-0 30-2-7 37-10-11 46-0-0 7-8 4 7-2-7 7-2-7 7-8-4 8-1-5 Plate Offsets(X,Y)-- [2:0-4-15,Edge],[4:0-5-0,Edge],[10:0-5-0,Edge],[12:04-15,Edge],[17:0-5-8,0-3-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.69 17 >788 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -1.56 17 >349 240 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.81 Horz(CT) 0.88 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 1.00 17 >542 240 Weight:257 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 2-2-14 oc purlins. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 5-0-11 oc bracing. WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 8-17,6-17 7-17:2x4 SP No.2 REACTIONS. (size) 2=0-8-0,12=0-8-0 Max Horz 2=465(LC 11) Max Uplift 2=-1034(LC 12),12=-1034(LC 12) Max Grav 2=2137(LC 1),12=2137(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-8119/4237,3-5=-7776/4005,5-6=-6731/3466,6-7=-5225/2724,7-8=-5225/2696, 8-9=-6731/3493,9-11=-7753/3980,11-12=-8057/4213 BOT CHORD 2-20=-3793/7843,18-20=-3319/7205,17-18=-2715/6069,16-17=-2768/6001, 14-16=-3371/6975,12-14=-3754/7446 WEBS 7-17=-1731/3586,8-17=-1424/896,8-16=-328/843,9-16=-865/558,9-14=-193/524, 11-14=-312/373,6-17=-1419/897,6-18=-328/839,5-18=-855/557,5-20=-191/497, 3-20=-298/372 1)Unbalanced roof live loads have been considered for this design. ♦♦♦ �pu S 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. ♦ .•'�G E N S'•. �� 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-0-11 to 4-11-5,Interior(1)4-11-5 to 23-0-0,Exterior(2) `♦♦ F ••. �� 23-0-0 to 29-0-0,Interior(1)29-0-0 to 47-0-11 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for : nJ 34869 reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are MT20 plates unless otherwise indicated. *�• •� 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 0 6)Bearing at joint(s)2,12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify O capacity of bearing surface. �i�'�• Q p;• 2 ♦♦♦ 7)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s)except(jt=lb) i��i s p N A�-�?*,♦♦ ��///11111111�` Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 5,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T23441189 2738763 A2 HIP 2 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 2 11:46:33 2021 Page 1 I D:wEHiBOU IQr8Orl I KdVj6flz4mJ I-8f_N ReaDlyGlHxAv300N EHBWgn5o6EsO5J WYODzU mQK -1-0-p 6-3-0 ll-1%0 17-5-0 21-0-0 25-0-0 28-7-0 34-2-0 39-9-0 46-0-0 4,7-0 p j-0- 6-3-0 5-7-0 0- Scale=1:85.4 5x8— 5x8= 7 8 3x6 75� 3x6 6 9 3x6 3x6 4x10 MT20HS% 5 25 2610 4x10 MT20HS 5.00 12 2x4 zz� 4 11 2x4 24 3 20 19 18 12 27 M 21 6x8 11 17 5x12= 22 4x6= 4x6— 4x6= 4x6= 16 5x12= 13 1 2 23 6x12 MT20HS= 6x12 MT20HS= 15 14 6 4x6 2.50 F12 46= IQ ST1.5x8 STP= ST1.5x8 STP— 8-1-5 15-9-9 21-0-0 23-0-0 25-0-0 WO 2-7 37-10-11 46-0-0 8-1-5 7-8-4 5-2-7 2-0-0 2-0-0 5-2-7 7-8 4 8-1-5 Plate Offsets(X,Y)-- [2:0-4-15,Edge],[4:0-5-0,Edge],[7:0-5-12,0-2-8],[8:0-5-12,0-2-8],[11:0-5-0,Edge],[13:0-4-15,Edge],[19:0-54,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.69 19 >785 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -1.56 19 >349 240 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.48 Horz(CT) 0.88 13 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 1.00 19 >541 240 Weight:269 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 31*Except* TOP CHORD Structural wood sheathing directly applied or 2-1-13 oc purlins. 7-8:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-104 oc bracing. BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0,13=0-8-0 Max Horz 2=427(LC 11) Max Uplift 2=-1034(LC 12),13=-1034(LC 12) Max Grav 2=2137(LC 1),13=2137(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-8107/4518,3-5=-7769/4351,5-6=-6719/3881,6-7=-5589/3233,7-8=-5636/3242, 8-9=-5589/3233,9-10=-6720/3881,10-12=-7756/4351,12-13=-8056/4517 BOT CHORD 2-23=-4101/7803,21-23=-3801/7171,20-21=-3070/6009,19-20=-2437/5233, 18-19=-2437/5234,17-18=-3069/5986,15-17=-3801/6978,13-15=-4101/7445 WEBS 9-18=-1105/805,9-17=-384/842,10-17=-889/616,7-20=-601/979,7-19=-608/1149, 8-19=-608/1281,8-18=-601/969,10-15=-166/520,12-15=-305/360,6-20=-1101/805, 6-21=-384/837,5-21=-880/616,5-23=-166/505,3-23=-292/360 1)Unbalanced roof live loads have been considered for this design. ,%%,3`1U S 1 C ,J* 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. ,� .• �G E N 3•• �� 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-0-11 to 4-11-5,Interior(1)4-11-5 to 21-0-0,Exterior(2) : •• F•••, �� 21-0-0 to 33-5-13,Interior(1)33-5-13 to 47-0-11 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for N 34 869 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. 17 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. O '• ��7)Bearing at joint(s)2,13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify .0i�'� Q Q;• ,�� capacity of bearing surface. R 8)2 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ,�� O N A�-�0", ��//1111111�� Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 5,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T23441190 2738763 A3 HIP 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 2 11:46:34 2021 Page 1 I D:wEH iBOU IQr8Orl IKdVj6flz4mJ I-crYle_brW FOcv516ckXcnUkgBBMxrZEXKzG5xf7UmQJ -_-00-Q 7-3-14 13-1-15 , 19-0-0 23-0-0 27-0-0 33-0-0 38-6-0 42-4-0 - 7-3-14 5-10-1 5-10-1 3-10-0 Scale=1:76.8 6x12 MT20HS— 6x12 MT20HS= 5.00 12 2x4 11 6 7 8 4xl0 MT20HS 3x4 5�- 3x4 5 9 3x8 MT20HS 24 q 2x4_ 23 10 3x4 3 17 11 22 18 7x10— 16 5x8 0 12 5x12- 4x6= 4x6= 19 15 a M 2 20 IN 1 6xl2 MT20HS= 7x10= 14 4x6= 2.50 12 7x10= d 21 ST1.5x8 STP= 13 2x4= 10-2-14 19-0-0 23-0-0 27-0-0 33-0-0 38-6-0 42-4-0 10-2-14 8-9-2 4-0-0 4-0-0 6-0-0 5-6-0 3-10-0 Plate Offsets(X,Y)-- [2:0-5-15,0-1-0],[4:0-5-0,Edge],[6:0-9-0,0-2-4],[8:0-9-0,0-2-4],[15:0-5-0,0-4-8],[17:0-5-0,0-5-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.55 17 >912 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -1.24 17-18 >406 240 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.98 Horz(CT) 0.78 21 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.82 17-18 >609 240 Weight:248 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 31*Except* TOP CHORD Structural wood sheathing directly applied or 2-1-5 cc purlins. 6-8,10-12:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-2-15 cc bracing. BOT CHORD 2x6 SP M 26*Except* 15-17,13-15:2x6 SP No.2 WEBS 2x4 SP No.3*Except* 12-14:2x4 SP No.2 REACTIONS. (size) 2=0-8-0,21=0-3-8 Max Horz 2=342(LC 11) Max Uplift 2=-963(LC 12),21=-848(LC 12) Max Grav 2=1984(LC 17),21=1882(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-7471/4589,3-5=-6905/4271,5-6=-5328/3405,6-7=-6027/3876,7-8=-6027/3876, 8-9=-4995/3109,9-11=-5361/3376,11-12=-4164/2628 BOT CHORD 2-20=-431517151,18-20=-3810/6213,17-18=-2839/4959,16-17=-2527/4634, 15-16=-3017/5009,14-15=-2423/3910 WEBS 3-20=-519/510,5-20=-188/682,5-18=-1305/983,6-18=-436/822,6-17=-948/1493, 13-21=-1882/1209,1 2 1 307/1999,1 8 8//111 90,1 1-11 6 4 29, 589/ 08/264, 65/1 076 1 4=-869/655 ,,``�11111111//,�,, 12-14=-2366/3818 �%� US, ',j�� ' GENg'• NOTES- :� •'�� F•'•, �.0 1)Unbalanced roof live loads have been considered for this design. 34869 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-0-11 to 4-11-5,Interior(1)4-11-5 to 19-0-0,Exterior(2) 19-0-0 to 35-5-13,Interior(1)35-5-13 to 42-2-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �'fl 'c 3)Provide adequate drainage to prevent water ponding. .0 44/ 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. i O R Q Q:`•'��,� 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide stS ••••••• •` �,will fit between the bottom chord and any other members. / 7)Bearing at joint(s)2,21 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify �.,,/O N A'1,`�� capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s)except(jt=lb) Julius Lee PE No.34869 2=963,21=848. MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 5,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T23441191 2738763 A4 HIP 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 2 11:46:36 2021 Page 1 ID:wEH iBOU IQr8Orl IKdVj6flz4mJ I-ZEfV3gc62teK8OvUk8Z4svpyv?OwJ WgoHIC?YzUmQH 1-0-Q 6-1-5 11-6-10 17-0-0 23-0-0 29-0-0 33-0-0 38-6-0 42-4-0 -0- 6-1-5 5-5-6 3-10-0 Scale=1:76.8 8x14 MT20HS 6x12 MT20HS= 5.00 12 2x4 11 6 23 7 24 25 8 3x4 4x10 MT20HS 3x4 9 5 26 3x4 27 10 2x4= 4 22 16 5x8 0 21 3 17 8xl4 MT20HS= 15 11 5x12= 18 4x6= 4x6= 14 N M 1 2 19 6x12 MT20HS= 7x10= 13 �— 4x6= 2.50 12 0 7x10= 20 ST1.5x8 STP= 12 2x4 8-10-0 17-0-0 23-0-0 29-0-0 33-0-0 38-6-0 42-4-0 8-10-0 8-2-0 6-0-0 6-0-0 4-0-0 5-6-0 3-10-0 Plate Offsets(X,Y)-- [2:0-5-11,0-1-0],[4:0-5-0,Edge],[6:0-10-12,0-2-12],[8:0-9-0,0-2-8],[14:0-5-0,04-8],[16:0-7-0,044] 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 0.96 Vert(LL) -0.70 16 >713 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -1.58 16 >317 240 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.87 Horz(CT) 0.94 20 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 1.05 16 >479 240 Weight:255 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 31*Except* TOP CHORD Structural wood sheathing directly applied. 6-8:2x6 SP No.2,8-11:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x6 SP No.2*Except* WEBS 1 Row at midpt 6-16,8-16 16-18,2-18:2x6 SP M 26 WEBS 2x4 SP No.3*Except* 6-16,8-16,11-13:2x4 SP No.2 REACTIONS. (size) 2=0-8-0,20=0-3-8 Max Horz 2=301(LC 11) Max Uplift 2=-963(LC 12),20=-848(LC 12) Max Grav 2=1982(LC 1),20=1882(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-7432/4665,3-5=-6997/4400,5-6=-5864/3760,6-7=-8360/5310,7-8=-8360/5310, 8-9=-5231/3305,9-10=-5321/3378,10-11=-4185/2653 BOT CHORD 2-19=-4393/7080,17-19=-4046/6441,16-17=-3206/5443,15-16=-2736/4885, 14-15=-2995/4966,13-14=-2449/3931 WEBS 3-19=-371/435,5-19=-76/489,5-17=-1010/818,6-17=-374/718,6-16=-1981/3253, 7-16=-472/468,8-16=-2389/3840,8-15=-178/338,9-15=-262/270,9-14=-254/227, ``��►11I IIIII,I 11-13=-2391/3840 11-12=-1811/1195,10-13=-863/664,10-14=-542/1012, ,``, ,v`fIUS `F�I�',,' �. •'\GENS NOTES- •'•� F•'•. �� 1)Unbalanced roof live loads have been considered for this design. 34869 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. = 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-0-11 to 4-11-5,Interior(1)4-11-5 to 17-0-0,Exterior(2) 17-0-0 to 25-5-13,Interior(1)25-5-13 to 29-0-0,Exterior(2)29-0-0 to 37-5-13,Interior(1)37-5-13 to 42-24 zone;cantilever 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. � �(/ft 4)All plates are MT20 plates unless otherwise indicated. O•'. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. O R`p `�,�� 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide . •••• `� will fit between the bottom chord and any other members. ••�` �� 7)Bearing at joint(s)2,20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify �.,,I�N A;,, �� capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s)except(jt=lb) Julius Lee PE No.34869 2=963,20=848. MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 5,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T23441192 2738763 A5 HIP 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 2 11:46:37 2021 Page 1 I D:wEHiBOUIQr8Orl I KdVj6flz4mJ I-1 QDuGOdkpAmBmYU h Is4JO7MEpONR2yk_OxUIX_zUmQG -1-0-p 5-5-5 10-2-10 15-0-0 20-4-0 25-8-0 31-0-0 36-6 4 42-4-0 I-O- 4-9-6 5-9-12 Scale=1:77.1 5.00 12 5x6= 5x6= 4x6= 5x8 6 7 22 23 8 24 25 9 4x6 3x4 3x4 5 10 4 2x4=21 16 26 5x8 o 3 6x8 11 11 17 15 18 5x8= 5x8_ 14 5x8= 13 ToI� 2 19 5x8= 1 1 6x8= o 4x6- 2.50 12 20 ST1.5x8 STP= 12 3x4 Zz 5x6= 7-10-0 15-0-0 23-0-0 31-0-0 36-6-4 42-4-0 7-16-0 7-2-0 8-0-0 8-0-0 5-6-4 5-9-12 Plate Offsets(X,Y)-- [2:0-7-3,0-1-7],[4:0-3-0,Edge],[16:0-5-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.60 16 >841 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -1.34 16 >374 240 BCLL 0.0 * Rep Stress Incr YES WB 0.87 Horz(CT) 0.78 20 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.88 16 >568 240 Weight:508 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 3-10-4 oc purlins, 6-9:2x6 SP No.2 except end verticals. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-6-14 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0,20=0-3-8 VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL Max Horz 2=262(LC 11) LOADS IMPOSED BY SUPPORTS(BEARINGS). Max Uplift 2=-963(LC 12),20=-848(LC 12) Max Grav 2=1982(LC 1),20=1882(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-7312/4687,3-5=-7035/4483,5-6=-6272/3991,6-7=-5655/3710,7-8=-12815/7854, 8-9=-4871/3135,9-10=-5418/3343,10-11=-4862/3089,12-20=-1882/1179, 11-12=-1830/1206 BOT CHORD 2-19=-4479/6930,17-19=-4246/6572,16-17=-5847/9670,15-16=-5553/9250, 13-15=-2838/4539,12-13=-306/478 WEBS 3-19=-222/348,5-19=-18/309,5-17=-775/691,6-17=-1171/1985,7-17=-4400/2723, 7-16=-2108/3828,8-16=-2436/4298,8-15=-4830/3101,9-15=-898/1622,10-15=-252/724, 10-13=-672/540,11-13=-2462/3948 % J;I'US1 1111 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: �� . G E Ns'•. �� Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. N 34869 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. '� r 4)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-0-11 to 5-1-14,Interior(1)5-1-14 to 15-0-0,Exterior(2) T�•. 15-0-0 to 23-5-13,Interior(1)23-5-13 to 31-0-0,Exterior(2)31-0-0 to 39-5-13,Interior(1)39-5-13 to 42-2-4 zone;cantilever left and i� ,f� Q right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �j`S1 0 R, 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. �IJ'1 ON A;,%00 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. Julius Lee PE No.34869 8)Bearing at joint(s)2,20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify MiTek USA,Inc.FL Cert 6634 capacity of bearing surface. 6904 Parke East Blvd.Tampa FL 33610 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) Date: 2=963,20=848. April 5,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T23441193 2738763 B1 Hip 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 2 11:46:39 2021 Page 1 I D:wEH iBOU IQr8Orl IKdVj6flz4mJ I-zpLehif_KoOu?se3PH7nUYRUiC7J WvtGUFzsctzUmQE - -0-p 6-9-4 12-9-7 , 18-10-4 19ip-0 23-0-0 27-0-0 27-a,-12 33-2-9 39-2-12 45-11-0 I-O- 6-9-4 6-0-13 0-1-12 0-1-12 6_ _3 6-0-3 Scale=1:85.0 5x8= 2x4 5x8= 5.00 12 6 7 8 21 Ey 3x6 19 3x6 3x8 5 2x4= 2x4 2 = 9 23 24 3x8 2x4 O 4 8-0-0 10 2x4 i 3 0 11 0? 22 O 2 12 n 6 I� ST1.5x8 STP= 18 25 26 17 16 27 28 15 14 29 30 13 ST1.5x8 STP= 5x8= 4x6= 7x10 WB= 6x8= 6x8= 4x6= 4x10 MT20HS 6x12 MT20HS= 9-9-0 18-10-4 19�p-0 27-0-0 27-a,-12 36-3-0 45-11-0 9-9-0 9-1-4 0-1-12 8-0-0 0-1-12 9-1 4 9-8-0 Plate Offsets(X,Y)-- [2:0-4-0,Edge],[6:0-5-0,0-2-4],[8:0-5-0,0-2-4],[12:0-3-5,0-2-0],[15:0-3-8,04-0],[16:0-3-8,04-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.52 16-18 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.85 16-18 >637 240 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.63 Horz(CT) 0.15 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) -0.54 16-18 >997 240 Weight:271 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied. 4-6,8-10:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 7-2-15 oc bracing. BOT CHORD 2x6 SP M 26 WEBS 1 Row at midpt 5-16,19-20,9-15 WEBS 2x4 SP No.3*Except* 6-16,19-20,8-15:2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0,12=0-7-0 Max Horz 2=381(LC 11) Max Uplift 2=-785(LC 12),12=-666(LC 12) Max Grav 2=2708(LC 18),12=2608(LC 19) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-5873/2136,3-5=-5534/2001,5-6=-4476/1464,6-7=-3823/1411,7-8=-3823/1411, 8-9=4474/1490,9-11=-5533/1986,11-12=-5866/2125 BOT CHORD 2-18=-1883/5572,16-18=-1477/4930,15-16=-884/4179,13-15=-1438/4655, 12-13=-1845/5287 WEBS 3-18=-434/426,5-18=-266/634,5-16=-1002/790,16-19=-124/1240,6-19=-163/1327, 15-20=-135/1239,8-20=-174/1326,9-15=-1000/797,9-13=-276/633,11-13=-420/473 `�I111111/I�� NOTES- 1)Unbalanced roof live loads have been considered for this design. ,�� ••'��,E N g'•. �i� 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. : •• F �� 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-0-11 to 4-11-5,Interior(1)4-11-5 to 19-0-0,Exterior(2) N 34869 19-0-0 to 35-5-13,Interior(1)35-5-13 to 45-7-8 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)400.01b AC unit load placed on the bottom chord,23-0-0 from left end,supported at two points,2-0-0 apart. 4)Provide adequate drainage to prevent water ponding. 17 5)All plates are MT20 plates unless otherwise indicated. �• �(/ 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �<C/ 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 .0.00. Q Q;• �� will fit between the bottom chord and any other members,with BCDL=10.Opsf. 4j R�. ? � 8)Ceiling dead 9)Bottom chord d live oad(5.0 pso on s l ve load(40.0 psf)and additional chord dead load(5.0 psf)applied only to room.15-16 1.01811111 O N 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 111�� 2=785,12=666. Julius Lee PE No.34869 11)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 5,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T23441194 2738763 B2 Hip 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 2 11:46:46 2021 Page 1 I D:wEH iBOU IQr8Orl IKdVj6flz4mJ I-G9GH95kNhxvvLxgPJFIQGOEie1 Qpf03l5gAkMzzUmQ7 -Q-O-p 6-1-3 11-6-10 17-0-0 18-101 23-0-0 27-1-12 ,29-0-01 34-5-6 39-10-13 45-11-0 I-O- 6-1-3 5-5-6 1-10 4 4-1-12 4-1-12 1-10-4 6-0-3 Scale=1:85.0 5.00 12 5x8 5x8= 6 7 28 8 29 9 10 3x8 MT20HS 3x6 3x6 5 11 3x8 MT20HS 30 4 27 12 31 n 26 3 13 2 14 n 6 IC> ST1.5x8 STP= 22 21 20 19 32 33 18 17 16 15 ST1.5x8 STP= 5x8= 46= 410 MT20HS= 6x8= 46= 5x8= 46= 46= 6x8= 4x10 MT20HS= 8-9-14 17-0-0 18-10 4 27-1-12 ,29-0-0, 37-2-2 45-11-0 8-9-14 8-2-2 1-10 4 1-10 4 8-2-2 8-8-14 Plate Offsets(X,Y)-- [2:0-4-0,Edge],[6:0-6-0,0-2-8],[10:0-6-0,0-2-8],[14:0-4-0,0-2-14],[18:0-3-0,0-4-8],[19:0-3-0,0-4-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.36 18-19 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.91 18-19 >600 240 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.86 Horz(CT) 0.20 14 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.40 18-19 >999 240 Weight:301 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-11-7 cc purlins. BOT CHORD 2x6 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 cc bracing. 16-21:2x6 SP M 26 WEBS 1 Row at midpt 23-24 WEBS 2x4 SP No.3*Except* 7-19,23-24,9-18:2x4 SP No.2 REACTIONS. (size) 2=0-8-0,14=0-7-0 Max Horz 2=343(LC 11) Max Uplift 2=-784(LC 12),14=-665(LC 12) Max Grav 2=2650(LC 18),14=2551(LC 19) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-5756/2180,3-5=-5452/2048,5-6=-4560/1639,6-7=-4411/1541,7-8=-4301/1502, 8-9=-4301/1502,9-1 0=-4412/1539,10-11=-4559/1620,11-13=-5452/2035, 13-14=-5749/2167 BOT CHORD 2-22=-1937/5443,20-22=-1601/4917,19-20=-1097/4283,18-19=-1045/4543, 17-18=-1056/4054,15-17=-1562/4670,14-15=-1898/5188 WEBS 3-22=-380/383,5-22=-184/498,5-20=-847/682,6-20=-728/670,6-19=-103/1967, 19-23=-611/476,7-23=-544/447,18-24=-612/471,9-24=-544/442,10-18=-83/1976, 11%11 #fill 10-17=-742/661,11-17=-847/684,11-15=-240/494,13-15=-367/427 v`IUS `FFI,�� NOTES- .•'�G E N S+'• 1)Unbalanced roof live loads have been considered for this design. �� •• 1 .I 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 34869 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-0-11 to 4-11-5,Interior(1)4-11-5 to 17-0-0,Exterior(2) = * •: 17-0-0 to 25-5-13,Interior(1)25-5-13 to 29-0-0,Exterior(2)29-0-0 to 37-5-13,Interior(1)37-5-13 to 45-7-8 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)400.01b AC unit load placed on the bottom chord,23-0-0 from left end,supported at two points,2-0-0 apart. !c 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. *:o O•' 6)All plates are 2x4 MT20 unless otherwise indicated. .0 ;<% ' O R Q Q:•'��,�� 7)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. �j �• `� 8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide '0 �j / ••�` %�� will fit between the bottom chord and any other members. �N•• 9)Ceiling dead load(5.0 psf)on member(s).23-25,24-25 10)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.18-19 Julius Lee PE No.34869 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) MiTek USA,Inc.FL Cert 6634 2=784,14=665. 6904 Parke East Blvd.Tampa FL 33610 12)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Date: April 5,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T23441195 2738763 B3 Hip 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 2 11:46:47 2021 Page 1 ID:wEHiBOUIQr8Orl IKdVj6flz4mJl-kLggNRI?SF1 mz5FctyGfoEnrpQmlOXrSJUvHuPzUmQ6 - -00-p 7-9-14 15-0-0 15-10-4 23-0-0 27-1-12 , 31-0-0 38-2-2 45-11-0 I-O- 7-9-14 7-2-2 3-10 4 4-1-12 4-1-12 3-10-4 7-2-2 7-8-14 Scale=1:85.0 5.00 12 5x8= 5x8= 4 24 5 625 26 7 27 8 28 5x8 5x8 19 3 9 23 29 22 2 10 n 6 I� ST1.5x8 STP= 18 1716 15 30 31 14 13 12 11 ST1.5x8 STP= 5x8= 4x10 MT20HS= 6x8= 4x6= 5x8= 4x6= 6x8= 4x10 MT20HS= 7-9-14 15-0-0 18-10-4 27-1-12 31-0-0 38-2-2 45-11-0 7-9-14 7-2-2 3-10-4 8-3-8 3-10-4 7-2-2 7-8-14 Plate Offsets(X,Y)-- [2:0-4-0,Edge],[3:0-4-0,0-3-0],[4:0-5-12,0-2-8],[8:0-5-12,0-2-8],[9:0-4-0,0-3-0],[10:0-4-0,0-2-14],[14:0-3-8,0-4-0],[15:0-3-8,04-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.35 14-15 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.88 14-15 >616 240 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.64 Horz(CT) 0.20 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.38 14-15 >999 240 Weight:280 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1*Except* TOP CHORD Structural wood sheathing directly applied. 3-4,8-9:2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x6 SP No.2*Except* WEBS 1 Row at midpt 3-17,19-20,9-12 13-16:2x6 SP M 26 WEBS 2x4 SP No.3*Except* 5-15,19-20,7-14:2x4 SP No.2 REACTIONS. (size) 2=0-8-0,10=0-7-0 Max Horz 2=304(LC 11) Max Uplift 2=-785(LC 12),10=-666(LC 12) Max Grav 2=2633(LC 18),10=2533(LC 19) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-5690/2188,34=-4771/1747,4-5=-4972/1687,5-6=4895/1660,6-7=-4895/1660, 7-8=4973/1687,8-9=-4768/1728,9-10=-5689/2169 BOT CHORD 2-18=-1929/5340,17-18=-1929/5340,15-17=-1269/4450,14-15=-1234/5081, 12-14=-1227/4231,11-12=-1887/5113,10-11=-1885/5118 WEBS 3-18=0/325,3-17=-983/730,4-17=-379/469,4-15=-115/1699,15-19=-557/452, 9-12=-979/734,91/425, 1 100/339/452,7-20=-493/425,8-14=-100/1707,8-12=-392/467, ��,\3\ LF�. NOTES- ,� \G E•N S'• 1)Unbalanced roof live loads have been considered for this design. •• F•••, �� 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 34869 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-0-11 to 4-11-5,Interior(1)4-11-5 to 15-0-0,Exterior(2) * •: 15-0-0 to 23-5-13,1nterior(1)23-5-13 to 31-0-0,Exterior(2)31-0-0 to 39-5-13,1nterior(1)39-5-13 to 45-7-8 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)400.01b AC unit load placed on the bottom chord,23-0-0 from left end,supported at two points,2-0-0 apart. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 0•'. �/ 6)All plates are 2x4 MT20 unless otherwise indicated. O R 10 Q:•'��,�� 7)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 0 •. •••• -`� 8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ��j / • �` % will fit between the bottom chord and any other members. 9)Ceiling dead load(5.0 psf)on member(s).19-21,20-21 10)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.14-15 Julius Lee PE No.34869 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) MiTek USA,Inc.FL Cert 6634 2=785,10=666. 6904 Parke East Blvd.Tampa FL 33610 12)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Date: April 5,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T23441196 2738763 B4 Hip 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 2 11:46:48 2021 Page 1 I D:wEH iBOU IQr8Orl IKdVj6flz4mJ I-CY02anmd DZ9dbEgoRgnuLRJ6Dg7h7xMbY8fgQrzU mQ5 1-0-p 6-9-14 13-0-0 18-10 4 27-1-12 33-0-0 , 39-2-2 45-11-0 1-0- 6-9-14 6-2-2 5-10-4 8-3-8 5-10-4 6-8-14 Scale=1:83.4 6x12 MT20HS= 4x12— 3x8= 4xl0 MT20HS= 6x12 MT20HS— 3x8= 3x8 MT20HS= 5.00 12 4 21 22 5 23 624 7 25 26 8 3x6 >3x620 3 27 19 28 m u� 2 10 1 IY ST1.5x8 STP= 18 17 16 15 29 30 14 13 12 11 ST1.5x8 STP= 5x8= 2x4 11 4x10 MT20HS= 6x8=7x10 WB= 4x6= 2x4 I I 4x10 MT20HS 4x6= 6x8= 6-9-14 13-0-0 18-10 4 27-1-12 33-0-0 39-2-2 45-11-0 6-9-14 6-2-2 5 10 4 8-3-8 5-10 4 6-2-2 6-8-14 Plate Offsets(X,Y)-- [2:0-4-0,Edge],[4:0-8-8,0-2-0],[5:0-0-0,0-2-0],[7:0-2-0,0-1-12],[8:0-8-8,0-2-0],[10:0-3-5,0-2-0],[14:0-3-8,0-4-0],[15:0-3-8,0-4-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.37 14-15 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.95 14-15 >573 240 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.81 Horz(CT) 0.21 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.40 14-15 >999 240 Weight:273 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 2-8-0 cc purlins. BOT CHORD 2x6 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 cc bracing. 13-16:2x6 SP M 26 WEBS 2x4 SP No.3*Except* 5-15,7-14:2x4 SP No.2,5-7:2x4 SP M 31 OTHERS 2x4 SP No.3 REACTIONS. (size) 10=0-7-0,2=0-8-0 Max Horz 2=265(LC 11) Max Uplift 10=-631(LC 12),2=-750(LC 12) Max Grav 10=2581(LC 19),2=2681(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-5851/2150,3-4=-5109/1768,4-5=-5926/1774,5-7=-5927/1769,7-8=-5926/1776, 8-9=-5107/1752,9-10=-5854/2139 BOT CHORD 2-18=-1906/5468,17-18=-1906/5468,15-17=-1328/4760,14-15=-1372/6008, 12-14=-1286/4571,11-12=-1868/5280,10-11=-1 868/5280 WEBS 3-18=0/266,3-17=-785/640,4-17=-287/404,4-15=-175/2098,5-15=-649/481, 7-14=-666/484,8-14=-157/2104,8-12=-296/406,9-12=-786/645,9-11=0/269 `tt1111 1 11II11�' NOTES- 1)Unbalanced roof live loads have been considered for this design. `�� ••'��,EN S •. �i� 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. •• F �� 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-0-11 to 4-11-5,Interior(1)4-11-5 to 13-0-0,Exterior(2) No 34869 13-0-0 to 21-5-13,Interior(1)21-5-13 to 33-0-0,Exterior(2)33-0-0 to 41-5-13,Interior(1)41-5-13 to 45-7-8 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)400.01b AC unit load placed on the bottom chord,23-0-0 from left end,supported at two points,2-0-0 apart. 41 4)Provide adequate drainage to prevent water ponding. •cc 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. <C/ 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 �� (� Q Q;••�� will fit between the bottom chord and any other members. ♦ ``s(•1'•0 R 8)Ceiling dead load(5.0 psf)on member(s).4-5,5-7,7-8 I� l)� •• •�` �� 9)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.14-15 ii111011 11 A��00.1 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 10=631,2=750. Julius Lee PE No.34869 11)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 5,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T23441197 2738763 B5 Hip 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 2 11:46:49 2021 Page 1 I D:wEH iBOU IQr8Orl IKdVj6flz4mJ I-gkyQo6nG_sH UCOP_N 17tfsEBETEsRLIno00yHzUmQ4 1-0-p 5-9-14 11-0-0 18-11-7 27-0-9 35-0-0 40-2-2 45-11-0 1-0- 5-9-14 5-2-2 7-11-7 8-1-3 7-11-7 5-8-14 Scale=1:83.4 6x8= 2x4 11 4x6=4x6= 6x8= 5.00 12 4 21 22 5 23 6 724 25 26 8 3x6 3x6 20 3 927 19 28 2 10 1 IY 0 0 ST1.5x8 STP= 18 17 16 15 14 13 12 11 ST1.5x8 STP= 5x8= 2x4 11 3x6= 3x8 MT20HS—_5x8= 3x6= 3x6= 2x4 I I 4x6= 3x8 MT20HS= 5-9-14 11-0-0 18-11-7 27-0-9 35-0-0 40-2-2 45-11-0 5-9-14 5-2-2 7-11-7 8-1-3 7-11-7 5-2-2 5-8-14 Plate Offsets(X,Y)-- [2:0-2-5,Edge],[4:0-5-0,0-2-8],[8:0-5-0,0-2-8],[10:0-3-0,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 0.80 Vert(LL) -0.39 14-15 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.92 14-15 >589 240 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.63 Horz(CT) 0.26 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.60 14-15 >913 240 Weight:248 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 4-6,6-8:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-8-0 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 1 Row at midpt 4-15,7-15,8-14 WEBS 2x4 SP No.3 REACTIONS. (size) 10=0-7-0,2=0-8-0 Max Horz 2=226(LC 11) Max Uplift 10=-916(LC 12),2=-1035(LC 12) Max Grav 10=2037(LC 1),2=2137(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-4490/2834,3-4=-4036/2565,4-5=-5011/3207,5-7=-5009/3205,7-8=-5007/3242, 8-9=-4034/2546,9-10=-4494/2820 BOT CHORD 2-18=-2517/4030,17-18=-2517/4030,15-17=-2092/3659,14-15=-2887/5006, 12-14=-2049/3656,11-12=-2479/4030,10-11=-2479/4030 WEBS 3-17=-511/468,4-17=-144/411,4-15=-983/1666,5-15=-622/589,7-14=-669/569, 8-14=-972/1665,8-12=-144/409,9-12=-517/473 NOTES- `t1111111111j 2)Wind:ASCE 7-10;Vu tanced roof live a1 considereds have been 70mph(3 secondg st)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. �,Jv� I 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-0-11 to 4-11-5,Interior(1)4-11-5 to 11-0-0,Exterior(2) ••'\G E N S' �.� 11-0-0 to 19-5-13,Interior(1)19-5-13 to 35-0-0,Exterior(2)35-0-0 to 43-5-13,Interior(1)43-5-13 to 45-7-8 zone;cantilever left and �� •• F•�•, right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 No 34869 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed fora 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. O 44/ 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �� ,• 4/�� 10=916,2=1035. , O R,Q N�,� s��'•.....••• ,� Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 5,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T23441198 2738763 B6 Hip 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 2 11:46:51 2021 Page 1 ID:wEHiBOUIQr8Orl lKdVj6flz4mJl-c73ADooWWUXBSiYN6oKbz4xYU29eKGA1 E6tV1AzUmQ2 -1-0-p 7-2-14 13-0-0 14-8-01 20-8-12 , 26-11-4 , 33-0-0 , 38-11-11 46-0-0 1-0- 7-2-14 1-8-0 6-0-12 6-2-8 6-0-12 5-11-11 7-0-5 Scale=1:85.1 8x14 MT20HS 4x6= 3x4 11 4x12= 4x6= 6x8= 5.00 F12 4 235 24 6 25 726 8 27 28 9 Tr 3x6 > 29 x622 3 10 21 30 m 5x12- 19 18 O 11 2 10x16 MT20HS= N 1 20 6x8= q � 2x4 � ST1.5x8 STP= 17 16 15 14 13 12 ST1.5x8 STIR= 2.50 F12 3x4 I I 7x10= 4x6= 5x6= 4x6= 2x4 11 5x8= 7-2-14 13-0-0 14-8-0 20-8-12 26-11-4 33-0-0 38-11-11 46-0-0 7-2-14 1-8-0 6-0-12 6-2-8 6-0-12 5-11-11 7-0-5 Plate Offsets(X,Y)-- [2:0-4-15,Edge],[4:0-11-8,0-3-0],[6:0-3-8,0-2-0],[9:0-4-0,0-2-2],[11:0-4-0,Edge],[16:0-3-12,0-3-8],[18:0-7-0,0-5-0],[19:0-4-0,0-4-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.63 18 >861 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -1.42 18 >383 240 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.93 Horz(CT) 0.59 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.94 18 >582 240 Weight:299 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied. 1-4:2x4 SP M 31,9-11:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-5-4 oc bracing. BOT CHORD 2x6 SP No.2*Except* WEBS 1 Row at midpt 16-18,6-18,6-16 2-18:2x6 SP M 26,5-17:2x4 SP No.2 WEBS 2x4 SP No.3*Except* 16-18:2x4 SP No.1,6-18:2x4 SP No.2 REACTIONS. (size) 11=0-8-0,2=0-8-0 Max Horz 2=263(LC 11) Max Uplift 11=-917(LC 12),2=-1035(LC 12) Max Grav 11=2039(LC 1),2=2139(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-8067/5031,34=-7453/4573,4-5=-8198/5081,5-6=-8213/5094,6-8=-4377/2884, 8-9=4270/2836,9-10=-3905/2504,10-11=-4567/2854 BOT CHORD 2-20=-4623/7457,19-20=-4640/7482,18-19=-3950/6877,15-16=-2436/4268, 13-15=-1973/3519,12-13=-2520/4113,11-12=-2520/4113 WEBS 3-19=-676/608,4-19=-378/670,4-18=-1429/2346,16-18=-2685/4721,6-18=-2381/4133, 112=0/257 6-16=-2070/1311,8-15=-621/504,9-15=-666/1116,9-13=-223/479,10-13=-773/603, ```,,�\1'US1� 0- �NOTES- •\G E•N S'• 1)Unbalanced roof live loads have been considered for this design. •• F•••, �� 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 34869 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-0-11 to 4-11-5,Interior(1)4-11-5 to 13-0-0,Exterior(2) 13-0-0 to 21-5-13,Interior(1)21-5-13 to 33-0-0,Exterior(2)33-0-0 to 41-5-13,Interior(1)41-5-13 to 45-8-0 zone;cantilever 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. '9 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide4 O R`Q will fit between the bottom chord and any other members. 7)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify �� capacity of bearing surface. I��111",�� 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 11=917,2=1035. Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 5,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T23441199 2738763 B7 Hip 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 2 11:46:52 2021 Page 1 I D:wEH iBOU IQr8Orl IKdVj6flz4mJ I-5JdZQ8p8Gnf23s7ZgVsgVHU kkRVx3o5BTmd2ZczUmQ1 -1-0-p 5-9-14 11-0-0 18-11-7 27-0-9 35-0-0 40-2-2 46-0-0 4,7-0 p 1-0- 5-9-14 5-2-2 7-11-7 8-1-3 7-11-7 5-2-2 5-9-14 -0- Scale=1:83.8 6x8= 2x4 4x6=4x6= 6x8= 5.00 12 4 22 23 5 24 6 725 26 27 8 3x6 3x6 21 3 9 28 20 29 1 2 10 11 o Io ST1.5x8 STP= 19 18 17 16 15 14 13 12 ST1.5x8 STP= 5x8= 2x4 11 3x6= 3x8 MT20HS— 3x6= 3x6= 2x4 11 5x8= 5x8= 3x8 MT20HS= 5-9-14 11-0-0 18-11-7 27-0-9 35-0-0 40-2-2 46-0-0 5-9-14 5-2-2 7-11-7 8-1-3 7-11-7 5-2-2 5-9-14 Plate Offsets(X,Y)-- [2:0-2-5,Edge],[4:0-5-0,0-2-8],[8:0-5-0,0-2-8],[10:0-2-5,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 0.78 Vert(LL) -0.39 15-16 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.93 15-16 >588 240 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.63 Horz(CT) 0.26 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.59 15-16 >917 240 Weight:250 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 4-6,6-8:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-8-11 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 1 Row at midpt 4-16,7-16,8-15 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0,10=0-8-0 Max Horz 2=231(LC 11) Max Uplift 2=-1034(LC 12),10=-1034(LC 12) Max Grav 2=2137(LC 1),10=2137(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-4491/2818,3-4=-4037/2548,4-5=-5012/3201,5-7=-5011/3199,7-8=-5009/3201, 8-9=-4037/2548,9-10=-4491/2818 BOT CHORD 2-19=-2461/4030,18-19=-2461/4030,16-18=-2034/3660,15-16=-2804/5008, 13-15=-2031/3660,12-13=-2457/4030,10-12=-2457/4030 WEBS 3-18=-511/470,4-18=-145/411,4-16=-984/1666,5-16=-622/589,7-15=-668/576, 8-15=-983/1663,8-13=-145/412,9-13=-512/470 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. `� • �j 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-0-11 to 4-11-5,Interior(1)4-11-5 to 11-0-0,Exterior(2) ,�� .• G E N S+'•. �i� 11-0-0 to 19-5-13,Interior(1)19-5-13 to 35-0-0,Exterior(2)35-0-0 to 43-5-13,Interior(1)43-5-13 to 47-0-11 zone;cantilever left and �� •• F ••. �� right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 34869 � 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. * •� 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. �C/ 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �O••, 2=1034,10=1034. O R`p P• N -,�0 N A11 E0 Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 5,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T23441200 2738763 B8 Hip 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 2 11:46:53 2021 Page 1 I D:wEHiBOU IQr8Orl I KdVj6flz4mJ I-ZVBxdUgm 15nvhOiIDDN32VOv2rgQoCpKiQMb53zU mQO -1-0-p 4-9-14 9-0-0 16-0-14 23-0-0 29-11-2 37-0-0 41-2-2 , 46-0-0 4,7-0 p 1-0- 4-9-14 4-2-2 7-0-14 6-11-2 6-11-2 7-0-14 4-9-14 -0- Scale=1:83.8 6x12 MT20HS= 6x12 MT20HS= 5.00 12 3x6= 6x12 MT20HS= 3x6= 4 18 5 19 20 6 21 7 22 P3 8 2x4 2x4 G 17 3 9 24 v 1 2 10 11 Ia o o ST1.5x8 STP= 16 15 14 13 12 ST1.5x8 STP= 4x6= 3x6= 6x12 MT20HS= 3x8= 6x12 MT20HS= 3x6= 4x6= 9-0-0 16-0-14 23-0-0 29-11-2 37-0-0 46-0-0 9-0-0 7-0-14 6-11-2 6-11-2 7-0-14 9-0-0 Plate Offsets(X,Y)-- [4:0-8-8,0-2-0],[8:0-8-8,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.52 14 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -1.18 14-15 >460 240 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.80 Horz(CT) 0.29 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.79 14 >691 240 Weight:227 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 4-6,6-8:2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 3-6-4 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 1 Row at midpt 4-15,8-13 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0,10=0-8-0 Max Horz 2=-195(LC 10) Max Uplift 2=-1034(LC 12),10=-1034(LC 12) Max Grav 2=2137(LC 1),10=2137(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-4424/2819,3-4=-4183/2570,4-5=-5596/3513,5-6=-6150/3776,6-7=-6150/3776, 7-8=-5596/3513,8-9=-4183/2570,9-10=-4424/2819 BOT CHORD 2-16=-2453/3983,15-16=-2098/3819,14-15=-3157/5596,13-14=-3164/5596, 12-13=-2091/3819,10-12=-2446/3983 WEBS 3-16=-286/391,4-16=-81/366,4-15=-1257/2091,5-15=-861/659,5-14=-354/698, 6-14=-464/385,7-14=-354/698,7-13=-861/659,8-13=-1257/2091,8-12=-81/366, 9-12=-287/391 1)Unbalanced roof live loads have been considered for this design. `,,%%�3�jU S'LFtc,J* 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. ,� .• �G E N 3•• �� II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-0-11 to 4-11-5,Interior(1)4-11-5 to 9-0-0,Exterior(2)9-0-0 �� •• F•••• �� to 17-5-13,Interior(1)17-5-13 to 37-0-0,Exterior(2)37-0-0 to 45-8-0,Interior(1)45-8-0 to 47-0-11 zone;cantilever left and right N 34 869 exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 17 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. '• �<C/ 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ii0.,;� O R`Q 2=1034,10=1034. ON1111181111111 Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 5,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T23441201 2738763 B9 Hip Girder 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 2 11:46:57 2021 Page 1 ID:wEH iBOU IQr8Orl IKdVj6flz4mJ I-RH RSTstH5Kl LAdOXS3R?CKBZiSCzk2Pwd2KpEgzUmPy 1-0-p 7-0-0 12-2-13 17-7-7 23-0-0 28-4-9 33-9-3 39-0-0 46-0-0 4,7-0 p 1-0- 7-0-0 5-2-13 5-4-9 5-4-9 5 4-9 5-4-9 5-2-13 7-0-0 0- Scale=1:83.8 Special Special Special Special Special Special Special Special Special Special Special Special = 5.00 1 6x8 _ _2 Special 4x6 Special 7x10 Special 2x4 11 7x10= Special 4x6= Special 6x8= 3 19 20 4 21 22 23 245 25 26 6 27 28 7 29 30 31 328 33 34 9 Pot R 1 2 10 11 M IY o o ST1.5x8 STP= 18 35 36 17 37 38 16 39 40 41 15 42 43 14 44 45 46 13 47 48 12 ST1.5x8 STP= 5x8= 2x4 11 804 MT20HS= 4x6 804 MT20HS= Special 4x6=Special8x14 MT20HS= 2x4 11 5x8= Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special 7-0-0 12-2-13 17-7-7 23-0-0 28-4-9 33-9-3 39-0-0 46-0-0 7-0-0 5-2-13 5 4-9 4-9 5 4-9 5-2-13 7-0-0 Plate Offsets(X,Y)-- [2:0-4-0,Edge],[3:0-5-0,0-2-8],[5:0-5-0,0-5-0],[7:0-5-0,0-5-0],[9:0-5-0,0-2-8],[10:0-4-0,Edge],[13:0-7-0,0-4-8],[15:0-7-0,04-8],[17:0-7-0,04-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) -0.68 15 >799 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -1.54 15 >354 240 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 0.63 Horz(CT) 0.23 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 1.08 15 >505 240 Weight:566 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied. 1-3,9-11:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 7-8-11 cc bracing. BOT CHORD 2x6 SP No.2*Except* 15-17,13-15:2x6 SP M 26 "Special'indicates special hanger(s)or other connection device(s) WEBS 2x4 SP No.3*Except* required at location(s)shown.The design/selection of such special 3-17,4-16,5-15,7-15,8-14,9-13:2x4 SP No.2 connection device(s)is the responsibility of others.This applies REACTIONS. (size) 2=0-8-0,10=0-8-0 to all applicable truss designs in this job. Max Horz 2=154(LC 7) Max Uplift 2=-2139(LC 8),10=-2078(LC 8) Max Grav 2=4386(LC 29),10=4331(LC 30) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-10223/4818,3-4=-14246/6756,4-5=-17144/8069,5-6=-18064/8486, 6-7=-18064/8486,7-8=-17085/8023,8-9=-14094/6632,9-10=-10086/4664 BOT CHORD 2-18=-4284/9414,17-18=-4273/9377,16-17=-6539/14301,15-16=-7896/17265, 14-15=-7851/17178,13-14=-6449/14129,12-13=4139/9142,10-12=-4143/9172 WEBS 3-18=-216/720,3-17=-2576/5707,4-17=-2399/1333,4-16=-1482/3321,5-16=-1262/802, 5-15=-428/1035,6-15=-699/556,7-15=-477/1070,7-14=-1276/826,8-14=-1532/3360, 8-13=-2420/1357,9-13=-2595/5688,9-12=-71/669 ``,��,v`ffUs NOTES- ,�� .• G ENS+'• 1)2-ply truss to be connected together with 10d(0.131"xY)nails as follows: �� •• F•••. �� Top chords connected as follows:2x4-1 row at 0-7-0 cc,2x6-2 rows staggered at 0-9-0 cc. 34869 Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 cc. Webs connected as follows:2x4-1 row at 0-9-0 cc. 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. !c 3)Unbalanced roof live loads have been considered for this design. 0 4)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. o 0 •• �,� 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 i� Q;•• 5)Provide adequate drainage to prevent water ponding. �j <0 R 6)All plates are MT20 plates unless otherwise indicated. ��j / •• •�`' %�� 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �I�.01 N A;,,`�� 8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Julius Lee PE No.34869 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) MiTek USA,Inc.FL Cert 6634 2=2139,10=2078. 6904 Parke East Blvd.Tampa FL 33610 Date: April 5,2021 Continued on page 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T23441201 2738763 B9 Hip Girder 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 2 11:46:58 2021 Page 2 I D:wEHiBOU IQr8Orl I KdVj6flz4mJ I-vT?ghBtvsdQCnnbjOmyElYkkSsYCTVf3ri4MmGzUm Px NOTES- 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)228 lb down and 212 lb up at 7-0-0,228 lb down and 201 lb up at 9-0-12,228 lb down and 201 lb up at 11-0-12,228 lb down and 201 lb up at 13-0-12,228 lb down and 201 lb up at 15-0-12,228 lb down and 201 lb up at 17-0-12,228 lb down and 201 lb up at 19-0-12,228 lb down and 201 lb up at 21-0-12,228 lb down and 201 lb up at 23-0-0,228 lb down and 201 Ib up at 24-11-4,228 lb down and 201 lb up at 26-11-4,228 lb down and 201 lb up at 28-11-4,228 lb down and 201 lb up at 30-11-4,228 lb down and 201 lb up at 32-11-4,228 lb down and 201 lb up at 34-11-4,and 228 lb down and 201 lb up at 36-11-4,and 423 lb down and 389 lb up at 39-0-0 on top chord,and 524 lb down and 316 lb up at 7-0-0,87 lb down at 9-0-12,87 Ib down at 11-0-12,87 lb down at 13-0-12,87 lb down at 15-0-12,87 lb down at 17-0-12,87 lb down at 19-0-12,87 lb down at 21-0-12,87 lb down at 23-0-0,87 lb down at 24-11-4,87 lb down at 26-11-4,87 lb down at 28-11-4,87 lb down at 30-11-4,87 lb down at 32-11-4,87 lb down at 34-11-4,and 87 lb down at 36-11-4,and 399 lb down and 157 lb up at 38-11-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-70,3-9=-70,9-11=-70,2-10=-20 Concentrated Loads(lb) Vert:3=-134(F)9=-196(F)18=-505(F)15=-63(F)6=-134(F)12=-372(F)19=-134(F)20=-134(F)21=-134(F)23=-134(F)24=-134(F)25=-134(F)26=-134(F) 27=-134(F)28=-134(F)29=-134(F)30=-134(F)32=-134(F)33=-134(F)34=-134(F)35=-63(F)36=-63(F)37=-63(F)38=-63(F)39=-63(F)40=-63(F)41=-63(F) 42=-63(F)43=-63(F)44=-63(F)45=-63(F)46=-63(F)47=-63(F)48=-63(F) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T23441202 2738763 B10 Hip 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 2 11:46:40 2021 Page 1 I D:wEHiBOU IQr8Orl I KdVj6flz4mJ I-R?vOv2gc558ldODGz_e001_hJcOMFJbQivjP8JzUmQD -1-0-p 4-9-14 9-0-0 16-0-14 23-0-0 , 29-11-2 , 37-0-0 41-2-2 , 45-11-0 1-0- 4-9-14 4-2-2 7-0-14 6-11-2 6-11-2 7-0-14 4-2-2 4-8-14 Scale=1:83.4 6x12 MT20HS= 6xl2 MT20HS= 5.00 12 3x6= 6x12 MT20HS= 3x6= 4 17 5 18 19 6 20 7 2122 8 2x4-- = 23 2x4 16 9 3 2 10 0 1 Io ST1.5x8 STP— 15 14 13 12 11 ST1.5x8 STP= 4x6= 3x6= 6xl2 MT20HS= 3x8= 6x12 MT20HS= 3x6= 4x6= 9-0-0 16-0-14 23-0-0 29-11-2 37-0-0 45-11-0 9-0-0 7-0-14 6_ 1_ 6-11-2 7-0-14 8-11-0 Plate Offsets(X,Y)-- [4:0-8-8,0-2-0],[8:0-8-8,0-2-0],[10:0-3-0,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 0.81 Vert(LL) -0.52 13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -1.18 12-13 >461 240 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.80 Horz(CT) 0.29 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.79 13 >688 240 Weight:225 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc purlins. 4-6,6-8:2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 3-5-10 cc bracing. BOT CHORD 2x4 SP No.1 WEBS 1 Row at midpt 4-14,8-12 WEBS 2x4 SP No.3 REACTIONS. (size) 10=0-7-0,2=0-8-0 Max Horz 2=189(LC 11) Max Uplift 10=-916(LC 12),2=-1035(LC 12) Max Grav 10=2037(LC 1),2=2137(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-4423/2835,3-4=-4183/2587,4-5=-5594/3512,5-6=-6148/3817,6-7=-6148/3817, 7-8=-5593/3566,8-9=-4182/2621,9-10=-4418/2833 BOT CHORD 2-15=-2510/3982,14-15=-2155/3818,13-14=-3187/5594,12-13=-3259/5592, 11-12=-2169/3817,10-11=-2476/3975 WEBS 3-15=-286/390,4-15=-80/366,4-14=-1257/2090,5-14=-861/659,5-13=-369/697, 6-13=-463/385,7-13=-355/700,7-12=-863/653,8-12=-1236/2092,8-11=-83/363, 9-11=-282/387 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. `� .•'�G E N S' �� 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-0-11 to 4-11-5,Interior(1)4-11-5 to 9-0-0,Exterior(2)9-0-0 •• F•••• �� to 17-5-13,Interior(1)17-5-13 to 37-0-0,Exterior(2)37-0-0 to 45-7-8 zone;cantilever left and right exposed;C-C for members and No 3486 9 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. cc 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 41 will fit between the bottom chord and any other members. <C/ 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �� Q Q;••�� 1 0=916,2=1 035. �•••'•. R "S;O N A;E 010 Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 5,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T23441203 2738763 B11 Hip Girder 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 2 11:46:44 2021 Page 1 I D:wEHiBOU IQr8Orl I KdVj6flz4mJ I-Kn8XkPj79KfB6d W 1 CgiyBb9KVDmpBAA?dXhdH4zU mQ9 1-0-p 7-0-0 12-2-13 17-7-7 23-0-0 28-4-9 33-9-3 39-0-0 , 45-11-0 1-0- 7-0-0 5-2-13 5-4-9 5-4-9 5 4-9 5-4-9 5-2-13 6-11-0 Scale=1:83.4 Special Special Special Special Special Special Special Special Special Special Special 6x8= Special 5.00 12 Special 4x6= Special 7x10= Special 2x4 7x10= Special 4x6= Special 6x8= 3 18 19 4 20 21 22 23 5 24 25 26 6 27 28 7 29 30 31 328 33 34 9 2 10 T 1 � o Io ST1.5x8 STP= 17 35 36 16 37 38 15 39 40 41 14 42 43 13 44 45 46 12 47 48 11 ST1.5x8 STP= 5x8= 2x4 11 Special 8x14 MT20HS= 4x6 8x14 MT20HS= Specia14x6=Special8x14 MT20HS= 2x4 11 5x8= Special Special Special Special Special Special Special Special Special Special Special Special Special Special 12-2-13 17-7-7 23-0-0 28-4-9 33-9-3 39-0-0 45-11-0 7-0-0 5-2-13 5-4-9 5-4-9 5-4-9 5-4-9 5-2-13 6-11-0 Plate Offsets(X,Y)-- [2:0-4-0,Edge],[3:0-5-0,0-2-8],[5:0-4-12,0-4-12],[7:0-4-12,0-4-12],[9:0-5-0,0-2-8],[10:0-4-0,0-2-14],[12:0-7-0,0-4-8],[14:0-7-0,0-4-8],[16:0-7-0,0-4-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) -0.68 14 >799 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -1.53 14 >354 240 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 0.63 Horz(CT) 0.23 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 1.08 14 >503 240 Weight:562 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied. 1-3,9-10:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 7-8-4 oc bracing. BOT CHORD 2x6 SP No.2*Except* 12-14,14-16:2x6 SP M 26 WEBS 2x4 SP No.3*Except* 3-16,4-15,5-14,7-14,8-13,9-12:2x4 SP No.2 REACTIONS. (size) 10=0-7-0,2=0-8-0 Max Horz 2=147(LC 7) Max Uplift 10=-1984(LC 8),2=-2143(LC 8) Max Grav 10=4239(LC 30),2=4384(LC 29) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1 02 1 9/4 82 7,3-4=-14238/6773,4-5=-17132/8093,5-6=-18049/8518, 6-7=-18049/8518,7-8=-17073/8063,8-9=-14078/6677,9-10=-10084/4736 BOT CHORD 2-17=-4339/9398,16-17=-4327/9361,15-16=-6601/14281,14-15=-7966/17241, 13-14=-7936/17147,12-13=-6539/14094,11-12=-4245/9136,10-11=-4251/9167 WEBS 3-17=-216/720,3-16=-2585/5704,4-16=-2398/1337,4-15=-1490/3318,5-15=-1261/806, 5-14=-437/1033,6-14=-699/556,7-14=-468/1073,7-13=-1278/822,8-13=-1526/3365, 8-12=-2422/1354,9-12=-2577/5688,9-11=-1 12/685 NOTES- �� ,•�GENs 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: �� F•••. �� Top chords connected as follows:2x4-1 row at 0-7-0 oc,2x6-2 rows staggered at 0-9-0 oc. N 34869 Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. Y 3)Unbalanced roof live loads have been considered for this design. 0 4)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. O —"{J 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 �0i��tS 0 R 5)Provide adequate drainage to prevent water ponding. �j •�•• a� 6)All plates are MT20 plates unless otherwise indicated. ••�`' 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �IJ'1 ON A; %0 8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Julius Lee PE No.34869 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) MiTek USA,Inc.FL Cert 6634 10=1984,2=2143. 6904 Parke East Blvd.Tampa FL 33610 Date: April 5,2021 Continued on page 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T23441203 2738763 B11 Hip Girder 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 2 11:46:44 2021 Page 2 I D:wEHiBOU IQr8Orl I KdVj6flz4mJ I-Kn8XkPj79KfB6d W 1 CgiyBb9KVDmpBAA?dXhdH4zU mQ9 NOTES- 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)228 lb down and 212 lb up at 7-0-0,228 lb down and 201 lb up at 9-0-12,228 lb down and 201 lb up at 11-0-12,228 lb down and 201 lb up at 13-0-12,228 lb down and 201 lb up at 15-0-12,228 lb down and 201 lb up at 17-0-12,228 lb down and 201 lb up at 19-0-12,228 lb down and 201 lb up at 21-0-12,228 lb down and 201 lb up at 23-0-0,228 lb down and 201 Ib up at 24-11-4,228 lb down and 201 lb up at 26-11-4,228 lb down and 201 lb up at 28-11-4,228 lb down and 201 lb up at 30-11-4,228 lb down and 201 lb up at 32-11-4,228 lb down and 201 lb up at 34-11-4,and 228 lb down and 201 lb up at 36-11-4,and 424 lb down and 392 lb up at 39-0-0 on top chord,and 524 lb down and 316 lb up at 7-0-0,87 lb down at 9-0-12,87 Ib down at 11-0-12,87 lb down at 13-0-12,87 lb down at 15-0-12,87 lb down at 17-0-12,87 lb down at 19-0-12,87 lb down at 21-0-12,87 lb down at 23-0-0,87 lb down at 24-11-4,87 lb down at 26-11-4,87 lb down at 28-11-4,87 lb down at 30-11-4,87 lb down at 32-11-4,87 lb down at 34-11-4,and 87 lb down at 36-11-4,and 406 lb down and 181 lb up at 38-11-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-70,3-9=-70,9-10=-70,2-10=-20 Concentrated Loads(lb) Vert:3=-134(B)9=-196(B)17=-505(B)14=-63(B)6=-134(B)11=-394(B)18=-134(B)19=-134(B)20=-134(B)22=-134(B)24=-134(B)25=-134(B)26=-134(B) 27=-134(B)28=-134(B)29=-134(B)31=-134(B)32=-134(B)33=-134(B)34=-134(B)35=-63(B)36=-63(B)37=-63(B)38=-63(B)39=-63(B)40=-63(B)41=-63(B) 42=-63(B)43=-63(B)44=-63(B)45=-63(B)46=-63(B)47=-63(B)48=-63(B) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T23441204 2738763 CA Corner Jack 11 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 2 11:46:58 2021 Page 1 I D:wEH iBOU IQr8Orl IKdVj6flz4mJ I-vT?ghBtvsdQCnnbjOmyElYkwBslbTeU3ri4MmGzU mPx -1-0-0 1-0-0 1-0-0 1-0-0 Scale=1:6.5 3 5.00 12 2 d6 0 0 a 0 1 A0 4 Ao Qo Qo 2x4= ST1.5x8 STP= 1-0-0 1-0-0 Plate Offsets(X,Y)-- [2:0-1-14,0-0-101 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 0.14 Vert(LL) -0.00 2 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Wind(LL) 0.00 2 **** 240 Weight:5 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical,2=0-8-0,4=Mechanical Max Horz 2=65(LC 12) Max Uplift 3=-16(LC 1),2=-170(LC 12) Max Grav 3=35(LC 12),2=171(LC 17),4=18(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever 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)2 r 1 idde mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) ,♦♦♦♦,,%%J 11111111�. , ♦ `JU S I 'DENS. �i 34869 • =-U: 'cc sS ONA\- • /IIIM Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 5,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T23441205 2738763 CJ2 Corner Jack 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 2 11:46:59 2021 Page 1 I D:wEH iBOU IQr8Orl IKdVj6flz4mJ I-NfYCuXuXdxY3PxAvaU UTHIG7rG5rC5kD4Mpwl izUm Pw 0-11-0 0-11-0 5.00 12 Scale=1:6.5 2 1 0 0 0 a 6 x 3 Qo Qo Qo 2x4= ST1.5x8 STP— 0-11-0 0-11-0 Plate Offsets(X,Y)-- [1:0-1-6,0-0-7] 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 0.02 Vert(LL) -0.00 1 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 1 >999 240 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 Matrix-P Wind(LL) 0.00 1 **** 240 Weight:3 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-7-0,2=Mechanical,3=Mechanical Max Horz 1=27(LC 12) Max Uplift 1=-10(LC 12),2=-28(LC 12) Max Grav 1=40(LC 17),2=36(LC 17),3=17(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,2. It;1'1 111��,,,,, I •\GENS. '. No 34869 = yt = O .;4U Z S &IONA`��.,`, #1811111111��. Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 5,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T23441206 2738763 CJ3 Corner Jack 7 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 2 11:46:59 2021 Page 1 I D:wEH iBOU IQr8Orl IKdVj6flz4mJ I-NfYCuXuXdxY3PxAvaU UTHIG4tG4nC5kD4MpwlizUmPw 1-0-0 3-0-0 1-0-0 3-0-0 Scale=1:10.8 3 5.00 12 0 2 N 1 4 A° 2x4= 1STl.&8 STP= 3-0-0 3-0-0 Plate Offsets(X,Y)-- [2:0-1-14,0-0-101 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 0.21 Vert(LL) -0.00 2-4 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 2-4 >999 240 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 Wind(LL) 0.00 2 **** 240 Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical,2=0-8-0,4=Mechanical Max Horz 2=114(LC 12) Max Uplift 3=-51(LC 12),2=-183(LC 12) Max Grav 3=82(LC 17),2=247(LC 17),4=52(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever 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 r 183e mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) ,,,ti;1'u S 1��,,,',, •.��GENS�•••• . No 34869 * :c_ Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 5,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T23441207 2738763 CJ4 Corner Jack 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 2 11:47:00 2021 Page 1 ID:wEH iBOU IQr8Orl IKdVj6flz4mJ I-ss6a5tv90Fgwl4k68B?igzpFsgQ2xY_MJ0ZTg9zU mPv 2-11-0 2-11-0 Scale=1:10.8 2 5.DO 12 r; 1 0 N 3 0° Q° 2x4= 1ST1.5x8 STP= 2-11-0 2-11-0 Plate Offsets(X,Y)-- [1:0-1-6,0-0-7] 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 0.19 Vert(LL) -0.00 1-3 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.01 1-3 >999 240 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-P Wind(LL) 0.00 1 **** 240 Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-7-0,2=Mechanical,3=Mechanical Max Horz 1=76(LC 12) Max Uplift 1=-33(LC 12),2=-83(LC 12) Max Grav 1=121(LC 17),2=107(LC 17),3=51(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,2. ,`` v`r1u S,`F�','j�i 34869 fit A Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 5,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T23441208 2738763 CJ5 Corner Jack 7 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 2 11:47:00 2021 Page 1 I D:wEHiBOU IQr8Orl I KdVj6flz4mJ I-ss6a5tv9OFgwl4k68B?igzp9ogN7xY_MJOZTg9zUmPv 1-0-0 5-0-0 1-0-0 5-0-0 Scale=1:15.8 3 5.00 12 O N O N 2 1 4 4° 3x8= ST1.5x8 STP= 5-0-0 5-0-0 Plate Offsets(X,Y)-- [2:0-8-0,0-0-101 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 0.58 Vert(LL) -0.03 2-4 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 2-4 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Wind(LL) 0.00 2 **** 240 Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical,2=0-8-0,4=Mechanical Max Horz 2=164(LC 12) Max Uplift 3=-126(LC 12),2=-198(LC 12) Max Grav 3=176(LC 17),2=331(LC 17),4=92(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever 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 2 mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) ,�\1'v S E NSF•,.. 34869 • 40R\QP'. ��,� •OC? Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 5,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T23441209 2738763 CJ6 Corner Jack 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 2 11:47:01 2021 Page 1 ID:wEHiBOUIQr8Orl IKdVj6flz4mJl-K2gyJDwn9YoneEJlhuWxNAMJD4kRg?EWYgl1 NbzUmPu 4-11-0 4-11-0 Scale=1:14.9 2 5.00 12 O N O N 1 l° 3 4° 2x4 ST1.5x8 STP= 4-11-0 4-11-0 Plate Offsets(X,Y)-- [1:0-1-6,0-0-7] 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 0.67 Vert(LL) -0.03 1-3 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 1-3 >999 240 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-P Wind(LL) 0.00 1 **** 240 Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-7-0,2=Mechanical,3=Mechanical Max Horz 1=127(LC 12) Max Uplift 1=-63(LC 12),2=-144(LC 12) Max Grav 1=217(LC 17),2=189(LC 17),3=91(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except Qt=1b) 2144 ,,',, N 34869 = yt = ON1811111 Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 5,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T23441210 2738763 D1 Common 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 2 11:47:02 2021 Page 1 I D:wEHiBOU IQr8Orl I KdVj6flz4mJ I-oEELWZxPwswdGOuUFcl AvOuPsTztPSTfmK2av1 zUmPt 1-0-0 3-9-0 7-6-0 8-6-0 1-0-0 3-9-0 3-9-0 1-0-0 Scale=1:18.0 3x6= 3 5.00 12 4 q� 2 c] 1 5 Io 3x8= 3x8= 3x8 11 3x8 11 1-2-4 6-3-12 6 5 7-6-0 1-2-4 5-1-8 0-1- 2 1-0-8 Plate Offsets(X,Y)-- [2:0-0-8,1-3-2],[2:0-7-14,0-0-2],[3:0-3-0,Edge],[4:0-7-14,0-0-2],[4:0-0-8,1-3-2] 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 0.99 Vert(LL) -0.06 2-4 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.14 2-4 >636 240 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.02 2-4 >999 240 Weight:32 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEDGE Left:2x6 SP No.2,Right:2x6 SP No.2 REACTIONS. (size) 2=0-3-8,4=0-3-8 Max Horz 2=93(LC 11) Max Uplift 2=-245(LC 12),4=-245(LC 12) Max Grav 2=409(LC 1),4=409(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-388/418,3-4=-388/418 BOT CHORD 2-4=-237/332 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,``tI1111111111�' 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. � \ S �F I� 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,� will fit between the bottom chord and any other members. `�` .•'��,E N S'• �i, 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) •• F•••• �� 2=245,4=245. No 34869 * :coo ft - ,'S;O N A;E 010 Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 5,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T23441211 2738763 D2 Hip Girder 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 2 11:47:03 2021 Page 1 I D:wEHiBOU IQr8Orl I KdVj6flz4mJ I-GQojkvx2hA2U uYTgpJYPSbRI FtNy8v_o?_n7RUzUmPs 1-0-0 3-0-0 4-6-0 7-6-0 8-6-0 1-0-0 3-0-0 1-6-0 3-0-0 1-0-0 Scale=1:18.3 4x6= Special 4x6= Special 3 4 5.00 12 r; 5 2 El 6 Io 2x4= 8 7 2x4= 2x4 2x4 3x8 Special Special 3x8 1-0-8 1 2 3-0-0 4-6-0 6-3-12 6 5 7-6-0 1-0-8 0-1- 2 1-9-12 1-6-0 1-9-12 0-1- 2 1-0-8 Plate Offsets(X,Y)-- [2:0-1-14,0-0-10],[2:0-0-8,1-3-2],[5:0-1-14,0-0-10],[5:0-0-8,1-3-2] 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 0.31 Vert(LL) 0.01 8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.02 7 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.05 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight:35 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x6 SP No.2,Right:2x6 SP No.2 REACTIONS. (size) 2=0-3-8,5=0-3-8 Max Horz 2=79(LC 24) Max Uplift 2=-274(LC 8),5=-274(LC 8) Max Grav 2=500(LC 29),5=500(LC 30) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-685/268,3-4=-588/249,4-5=-684/268 BOT CHORD 2-8=-202/625,7-8=-195/632,5-7=-199/625 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 ,,,vtt111 t 1111//,�' 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. `�� •� �j, 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 G•E•N,3 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)except(jt=lb) 34869 � 2=274,5=274. = *.• •. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)278 lb down and 219 lb up at 3-0-0,and 278 lb down and 219 lb up at 4-6-0 on top chord,and 45 lb down at 3-0-0,and 45 lb down at 4-5-4 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). IIA LOAD CASE(S) Standard iO'�• O R Q Q:•'�� 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 �j •. Uniform Loads(plf) � �4NA�- Vert:1-3=-70,3-4=-70,4-6=-70,2-5=-20 I��11111j1�� Concentrated Loads(lb) Vert:3=-27(B)4=-27(B)8=-21(B)7=-21(B) Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 5,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T23441212 2738763 EJ3 Jack-Open 2 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 2 11:47:04 2021 Page 1 I D:wEH iBOU IQr8Orl IKdVj6flz4mJ I-kd M5xFygSTALVi2tN 13e_p_yl HnktMzyEeXhzwzUmPr 1-0-0 3-0-0 1-0-0 3-0-0 Scale=1:10.8 3 5.00 12 0 N 2 1 2x4= 4 3-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.00 2-4 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.01 2-4 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Wind(LL) 0.00 2 **** 240 Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical,2=0-3-0,4=Mechanical Max Horz 2=114(LC 12) Max Uplift 3=-65(LC 12),2=-161(LC 12) Max Grav 3=99(LC 17),2=235(LC 17),4=56(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 2=161. ItL�US,�F��i,�, i •'DENS' NO 34869 ft Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 5,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T23441213 2738763 EJ7 Jack-Open 34 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 2 11:47:04 2021 Page 1 I D:wEHiBOU IQr8Orl I KdVj6flz4mJ I-kdM5xFygSTALVi2tN 13e_p_ITHeVtMzyEeXhzwzUm Pr 1-0-0 7-0-0 1-0-0 7-0-0 3 Scale=1:21.1 5.00 12 5 o M o N 2 1 711�-] 6 3x8= 4 ST1.5x8 STP— 7-0-0 7-0-0 Plate Offsets(X,Y)-- [2:0-8-0,0-0-101 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 0.99 Vert(LL) -0.08 2-4 >970 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.21 2-4 >383 240 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.15 2-4 >531 240 Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical,2=0-8-0,4=Mechanical Max Horz 2=215(LC 12) Max Uplift 3=-169(LC 12),2=-223(LC 12) Max Grav 3=240(LC 17),2=423(LC 17),4=127(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-0-11 to 4-11-5,Interior(1)4-11-5 to 6-11-4 zone;cantilever 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)3 Provide 2 mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ,�;11U.S C,,, N 34869 yt .�0�� • . O R`O P* \��C/ ON1811111 Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 5,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T23441214 2738763 HJ3 Diagonal Hip Girder 2 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 2 11:47:05 2021 Page 1 I D:wEHiBOU IQr8Orl I KdVj6flz4mJ I-CpwT9bzlCnlC7sd3wkatXOW5vh6icpD5S IGE W MzUm Pq -1-5-0 4-2-3 1-5-0 4-2-3 Scale=1:11.1 3 3.54 12 M (V 2 1 4 2x4= 5 Special Special 4-2-3 4-2-3 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 0.30 Vert(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.03 2-4 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (size) 3=Mechanical,2=1-10-10,4=Mechanical Max Horz 2=112(LC 8) Max Uplift 3=-93(LC 8),2=-255(LC 8) Max Grav 3=132(LC 13),2=301(LC 28),4=58(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever 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 100 lb uplift at joint(s)3 except Qt=lb) 2=255. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)34 lb down and 47 lb up at ``tI111111111 j1 1-4-15,and 34 lb down and 47 lb up at 1-4-15 on bottom chord. The design/selection of such connection device(s)is the `,�� X)`SUS �F 'rI, responsibility of others. ,� ��j 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �� .G E N SS.�. LOADCASE(S) Standard No 34869 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 ' ': Uniform Loads(plf) Vert:1-3=-70,2-4=-20 Concentrated Loads(lb) c Vert:5=70(F=35,B=35) OR I "S;O N A;E 010 Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 5,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T23441215 2738763 HJ7 Diagonal Hip Girder 3 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 2 11:47:06 2021 Page 1 I D:wEH iBOU IQr8Orl IKdVj6flz4mJ I-g?TrMw_wz5Q31?CFUS664E3FB5GOL7SFhyOn2ozUmPp -1-5-0 5-2-9 9-10-1 1-5-0 5-2-9 4-7-8 Scale=1:21.4 4 3.54 12 3x4 3 M N N O M N 2 1 6 8 9 7 10 6 NAILED NAILED NAILED 2x4 5 3x4= NAILED NAILED NAILED 3x6= 5-2-9 9-10-1 5-2-9 4-7-8 Plate Offsets(X,Y)-- [2:0-3-8,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 0.33 Vert(LL) 0.11 6-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.12 6-7 >913 240 BCLL 0.0 * Rep Stress Incr NO WB 0.58 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight:41 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-10 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-8-2 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical,2=0-10-15,6=Mechanical Max Horz 2=213(LC 8) Max Uplift 4=-104(LC 8),2=-523(LC 8),6=-345(LC 8) Max Grav 4=133(LC 28),2=697(LC 28),6=550(LC 28) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1278/731 BOT CHORD 2-7=-816/1198,6-7=-816/1198 WEBS 3-7=-273/430,3-6=-1270/865 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 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. INN •F �j, 5)Refer to girder(s)for truss to truss connections. ,� G•E•N S i� 6)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s)except(jt=lb) •• F �� 4=104,2=523,6=345. 34869 7)"NAILED"indicates 3-10d(0.148"xY)or 2-12d(0.148"x3.25)toe-nails per NDS guidlines. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 4% Uniform Loads(plf) Vert:1-4=-70,2-5=-20 �i'�F , O Fi`Q P•:N�,�� Concentrated Loads(lb) Vert:8=70(F=35,B=35)9=-75(F=-37,B=-37)10=-272(F=-136,B=-136) SON A; N Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 5,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T23441216 2738763 HJ71 Diagonal Hip Girder 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 2 11:47:07 2021 Page 1 ID:wEHiBOUIQr8Orl lKdVj6flz4mJl-8C1 EZG_YkOYwM9nS29dLcRcPeUc74aAOwclLaFzUmPo 5-1-2 9-8-10 5-1-2 4-7-8 Scale=1:20.1 3 3.54 FIT 3x4 2 1 0° p° 7 8 6 9 5 p° 0. NAILED NAILED NAILED NAILED NAILED 2x4 II NAILED 3x4= 3x6=4 5-1-2 9-8-10 5-1-2 4-7-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.11 5-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.12 5-6 >920 240 BCLL 0.0 Rep Stress Incr NO WB 0.61 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight:38 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-7 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-3-10 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-9-8,3=Mechanical,5=Mechanical Max Horz 1=177(LC 8) Max Uplift 1=-389(LC 8),3=-102(LC 8),5=-387(LC 8) Max Grav 1=600(LC 28),3=132(LC 28),5=573(LC 28) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1349/850 BOT CHORD 1-6=-934/1268,5-6=-934/1268 WEBS 2-6=-328/474,2-5=-1343/989 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)N/A 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 ``��►111111/j�' will fit between the bottom chord and any other members. ,,%" v`fjV$ `F 5)Refer to girder(s)for truss to truss connections. `% • ��j 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) .•'\G E N S+'•. 1=389,3=102,5=387. �� •• F ••. 7)"NAILED"indicates 3-10d(0.148"xY)or 2-12d(0.148"x3.25)toe-nails per NDS guidlines. 34869 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) .0 Vert:1-3=-70,1-4=-20 O••, 4/ Concentrated Loads(lb) Vert:7=17(F=34,B=-17)8=-99(F=-37,B=-61)9=-285(F=-136,B=-149) N. //1111111 Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 5,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T23441217 2738763 V1 GABLE 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 2 11:47:08 2021 Page 1 I D:wEHiBOU IQr8Orl I KdVj6flz4mJ I-dObcnc?AVign_J Mect8a9f8eAu8Xp9kY9GVu6hzUmPn 9-9-8 19-7-0 9-9-8 9-9-8 Scale=1:31.5 4x6= 5 5.00 12 4 6 17 18 3 7 2 8 1 9 Y q 0 0 0 0 3x4 16 15 14 13 12 11 10 3x4 5x6= 19-7-0 19-7-0 Plate Offsets(X,Y)-- [12:0-3-0,0-3-01 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 0.11 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.10 Vert(CT) n/a n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight:80 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 TRUSS DESIGNED FOR WIND LOADS IN THE PLANE REACTIONS. All bearings 19-7-0. OF THE TRUSS ONLY.FOR STUDS EXPOSED TO WIND (NORMAL TO THE FACE),SEE STANDARD INDUSTRY (lb)- Max Horz 1=175(LC 11) GABLE END DETAILS AS APPLICABLE,OR CONSULT Max Uplift All uplift 100 lb or less atjoint(s)1,9,15,11 except 14=-111(LC 12),16=-160(LC 12),12=-111(LC QUALIFIED BUILDING DESIGNER AS PER ANSI/TPI 1. 12),10=-160(LC 12) Max Grav All reactions 250 lb or less at joint(s)1,9,13,14,15,12,11 except 16=320(LC 17),10=320(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-16=-239/264,8-10=-238/264 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-9-1 to 6-9-1,Interior(1)6-9-1 to 9-9-8,Exterior(2)9-9-8 to 15-9-8,Interior(1)15-9-8 to 18-9-15 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `%%J 111111111 3)All plates are 2x4 MT20 unless otherwise indicated. , �`�U.S 4)Gable requires continuous bottom chord bearing. ,% 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,�� .••��,E N S•• �i� 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 �� •• F•••• will fit between the bottom chord and any other members. No 34869 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,9,15,11 except (jt=lb)14=111,16=160,12=111,10=160. Z 1ON A Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 5,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T23441218 2738763 V2 Valley 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 2 11:47:09 2021 Page 1 I D:wEHiBOU IQr8Orl I KdVj6flz4mJ I-5a9_yOoGOoecTwg9afghshnOlUkYcRhNwESf7zUmPm 7-9-8 15-7-0 7-9-8 7-9-8 Scale=1:24.8 4x6— 3 5.00 F12 10 11 2x4 2x4 2 4 9 12 5 1 q a -o 0 0 8 7 6 3x4 2x4 2x4 11 2x4 11 3x4 0- 10 15-7-0 0- -10 15-6-6 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 0.21 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.10 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight:53 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 15-5-13. (lb)- Max Horz 1=137(LC 11) Max Uplift All uplift 100 lb or less atjoint(s)1,5,7 except 6=-215(LC 12),8=-215(LC 12) Max Grav All reactions 250 lb or less at joint(s)1,5 except 7=294(LC 1),6=426(LC 18),8=426(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 4-6=-337/382,2-8=-337/382 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-9-1 to 6-9-1,Interior(1)6-9-1 to 7-9-8,Exterior(2)7-9-8 to 13-9-8,Interior(1)13-9-8 to 14-9-15 zone;cantilever left and right exposed;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. ,``%%1111111111 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 � �3 � S �F If will fit between the bottom chord and any other members. ��j 6)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s)1,5,7 except ,�� .••�G E N S••. �i� (jt=lb)6=215,8=215. �� •• F ••• i No 34869 4S/ON A E"0% Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 5,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T23441219 2738763 V3 Valley 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 2 11:47:10 2021 Page 1 ID:wEHiBOUIQr8OrllKdVj6fiz4mJI-ZnjMCIlRlJwVEdVljHA3E4Ewhij4H3hqcZ ?BazUmPI 5-9-8 11-7-0 5-9-8 5-9-8 Scale=1:19.0 4x6 2 5.00 F1-2 c� 3 1 . . . . . . . . . . . ......................... .... 6 . .... ..111121 4 3x4 2x4 11 3x4 0 z�- 11-7-0 01011102 11-6-6 LOADING (pso SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.54 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight:36 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 1=11-5-13,3=11-5-13,4=11-5-13 Max Horz I=98(LC 11) Max Uplift I=-1 01(LC 12),3=-1 01(LC 12),4=-206(LC 12) Max Grav I=208(LC 17),3=221(LC 18),4=512(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-4=-339/381 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=1 70mph(3-second gust)Vasd=1 32mph;TCDL=5.Opsf;BCDL=5.Opsf;h=1 5ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp C;Encl.,GCpi=O.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;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. ,.%" '3li'W$ LF� 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) %%1% 1=101,3=101,4=206. .0 34869 cc .0 .0 R fill Rill Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 5,2021 ALWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 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 and property damage. For general guidance regarding the MiTek' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSLITP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MID 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T23441220 2738763 V4 Valley 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 2 11:47:11 2021 Page 1 ID:wEHiBOUIQr8OrllKdVj6fiz4mJl-lzHkPe23od2Mrn4DH?hlnHm8v68YOWV rDjYjOzUmPk 3-9-8 7-7-0 3-9-8 3-9-8 Scale=1:13.9 4x6 2 5.00 12 tS 3 .9 ....................... X 4 2x4 2x4 11 2x4 0 -7-0 0-911102 7 7-6-6 LOADING (pso SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.21 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight:22 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 1=7-5-13,3=7-5-13,4=7-5-13 Max Horz I=-59(LC 10) Max Uplift 1=-61(LC 12),3=-61(LC 12),4=-124(LC 12) Max Grav 1=125(LC 17),3=133(LC 18),4=309(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-4=-204/260 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=1 70mph(3-second gust)Vasd=1 32mph;TCDL=5.Opsf;BCDL=5.Opsf;h=1 5ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp C;Encl.,GCpi=O.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;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 ttv,111111ill, will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3 except Ot=lb) 4=124. • \GENS". .0 34869 • 0 OR\ 0 ...... Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 5,2021 ALWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 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 and property damage. For general guidance regarding the MiTek' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSLITP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MID 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T23441221 2738763 V5 Valley 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 2 11:47:11 2021 Page 1 I D:wEHiBOU IQr8Orl I KdVj6flz4mJ I-1 zHkPe23od2Mrn4DH?h InHmAM6ALOXi_rDjYjOzUmPk 1-9-8 3-7-0 1-9-8 1-9-8 3x6— Scale=1:6.6 5.00 12 2 3 1 a v o 6 0 2x4 2x4 0-p-10 3-7-0 0-b-10 3-6-6 Plate Offsets(X,Y)-- [2:0-3-0,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 0.05 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.09 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/TP12014 Matrix-P Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=3-5-13,3=3-5-13 Max Horz 1=21(LC 11) Max Uplift 1=-42(LC 12),3=-42(LC 12) Max Grav 1=93(LC 1),3=93(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;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 l fit between the bottom d any 6 Prlovide mechanical connection d bnothers other truss to bearing late Capable of withstanding 100 lb uplift at'oint s 1,3. ``,,"„"',�♦♦♦ ( Y ) 9 p9 P 1 ( ) ,� 34869 • =-U: 'cc ft sS ONA\- •``• Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 5,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSLITPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T23441222 2738763 V6 Valley 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 2 11:47:12 2021 Page 1 I D:wEHiBOU IQr8Orl I KdVj6flz4mJ I-V9r6d_2hZxADTwfPHCXJVJKrVVyly73tT6FSzUmPj 2-0-0 4-0-0 2-0-0 2-0-0 3x6— Scale=1:7.4 5.00 12 2 3 1 v a xo 0 0 2x4 2x4 0- 4-0-0 4-0-0 0-010 3-11-6 Plate Offsets(X,Y)-- [2:0-3-0,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 0.07 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.13 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/TP12014 Matrix-P Weight:10 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=3-10-13,3=3-10-13 Max Horz 1=25(LC 11) Max Uplift 1=-51(LC 12),3=-51(LC 12) Max Grav 1=112(LC 1),3=112(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;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 l fit between the bottom d any 6 Prlovide mechanical connection d bnothers other truss to bearing late Capable of withstanding 100 lb uplift at'oint s 1,3. ��`,`„""',,��I ( Y ) 9 p9 P 1 ( ) %% vL�V S �F 34869 1111111111100 Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 5,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply T23441223 2738763 V7 Valley 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 2 11:47:12 2021 Page 1 I D:wEHiBOU IQr8Orl I KdVj6flz4mJ I-V9r6d_2hZxADTwfPHCXJVJJ NVU Llzh73tT6FSzUmPj 4-0-0 8-0-0 4-0-0 4-0-0 Scale=1:14.6 4x6— 2 5.00 12 3 1 a �o 0 0 4 2x4 2x4 11 2x4 0 10 8-0-0 0-- -109 7-11-6 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 0.16 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.23 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight:24 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 1=7-10-13,3=7-10-13,4=7-10-13 Max Horz 1=63(LC 11) Max Uplift 1=-65(LC 12),3=-65(LC 12),4=-132(LC 12) Max Grav 1=134(LC 17),3=143(LC 18),4=330(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-4=-218/274 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;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 will fit between the bottom chord hord and ned for a live load any otherfinembers.n the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,,`�;11US1��1'r 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3 except Qt=lb) ��j 4=132. �� G ENS*-.. No 34869 4S/ON A E"0% Julius Lee PE No.34869 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 5,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 -v y' �G m .0 N .fl •jA 0 m 7< Z m Za RI cl c� ID 9 N CD N A CD CD N ro CD ► w n_ -4 � �•N 7 Z 3 p 3 N < n tD� O O CD C'-- -0 a OHO (D �a �,,, O•�6 O �OO n 7 G CD r i hn' N d 4 N �„j tD �p..• p N 4 a;N CD O G i•^ Q'O CD N r O N 3 6 n 7 O N S N 7 O 3 �N 77nN N ZGO C: a nCr" N �r'N� �: tD �-�O. � 33 � v n n.•f0 } CD N. O "' tD G..a "Y •O C) CD C _.. N ),4 N D G",0 CN, N, Rro 7 �•N O• CND NAG 0 � tD N � O�e.CD Np O� X !Z 61 Q N 1 (D N Ni �1 a O".gyp O D=�.. 5.0 r"7„ ••c 00 n '�3°"QG•-Na OitOO°'.. °^�a Z C0S N. 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