Loading...
HomeMy WebLinkAboutSECTION 3 (2)Job Truss Truss Type Qty Ply T19548756 2244992-GROZA-DUNN EJ8 Roof Special 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 28 10:12:36 2020 Page 1 ID:q II8wLVNi6YkTT7fiBJ8hFyw6EN-BbUb9pLs?03aSXVoMu300_zceW ufNWOuJ3TBnHzgel9 2: 4-0 3-10-0 7-6-8 10-10-14 2-4-0 1-6-0 3-8-8 3-4-6 3x6 = 5.00 12 2x4 = ST1.5x8 STP = THIS TRUSS IS DESIGNED TO SUPPORT ONLY 2'-0" OF UNIFORM LOAD AS SHOWN. LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.03 6 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.06 6 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.01 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) -0.03 4-6 >999 240 Scale = 1:20.6 PLATES GRIP MT20 244/190 Weight: 58 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x6 SP No.2 REACTIONS. (size) 1=0-6-0, 44-3-8, 4=0-3-8 Max Horz 1=-38(LC 13) Max Uplift 1=-82(LC 12), 4=-444(LC 9) Max Grav 1=261(LC 1), 4=628(LC 1), 4=628(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=453/334, 2-3=426/335, 34=474/365 BOT CHORD 1-6=-243/426, 4-6=-311/457 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-3-0 to 3-10-0, Interior(1) 3-10-0 to 10-10-14 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 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except Qt=lb) 4=444. Iv m This item has been electronically signed and sealed by Velez, Joaquin, P using a Digital Signature. Printed copies of this document are not considere signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 66U 6904 Parke East Blvd. Tampa FL 33610 Date: February 28,2020 WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M167473 rev. 10/03/2015 BEFORE USE. -- Design valid for use only with MiTekV connectors. This design is based only upon parameters shown, and is for an individual building component, not �' a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS//TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T19548757 2244992-GROZA-DUNN EJ9 Half Hip 1 + 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 28 10:12:39 2020 Page 1 I0:qll8wLVNi6YkTT7fiBJ8hFyw6EN-bAAjnrNllxR9J?EN1 Od5OcbkykoHarBL?l isOczgel6 -1-0-0 5-6-0 9-0-0 1-0-0 5-6-0 3-6-0 2x4 11 4 ST1.5x8 STP = 6x8 = 3x8 = 9-0-0 9-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deFl Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.16 2-5 >646 360 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.33 2-5 >309 240 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Wind(LL) 0.04 2-5 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 5=Mechanical, 2=0-8-0 Max Horz 2=224(LC 12) Max Uplift 5=-200(LC 12), 2=-166(LC 12) Max Grav 5=376(LC 1), 2=484(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-439/256 BOT CHORD 2-5=493/399 WEBS 3-5=449/584 Scale = 1:27.2 PLATES GRIP MT20 244/190 Weight: 41 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 8-1-14 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 8-104 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) except Qt=lb) 5=200, 2=166. This item has been electronically signed and sealed by Velez, Joaquin, P using a Digital Signature. Printed copies of this document are not considere signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 28,2020 AWARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek+ is always required for 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 ANSUTPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply 2244992-GROZA-DUNN EJ71 Jack -Open 1 4 } 1 T19548758 r Job Reference (optional) ars „sGu, �ra,rr ny, �� - oc000, 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 28 10:12:34 2020 Page 1 5-0-0 ID:q ll8wLVNi6YkTT7fiBJ8hFyw6EN-FDMgk8JcUOpsDEMPETI wJZurgj38vbCbsl_5iPzgelB 7-0-0 5-0-0 2-0-0 4x6 = 3x4 = ST1.5x8 STP = Ic9 0 Scale = 1:17.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Weft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.12 1-5 >657 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.29 1-5 >277 240 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) -0.10 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Wind(LL) 0.28 1-5 >283 240 Weight: 24 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 3=Mechanical, 4=Mechanical Max Horz 1=118(LC 12) Max Uplift 1=-98(LC 12), 3=-55(LC 9), 4=-73(LC 12) Max Grav 1=297(LC 1), 3=115(LC 1), 4=182(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-163/314 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-7-6 oc bracing. 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=4.2psf; BCDL=S.Opsf; h=15ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (envelope) 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord jive load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. This item has been electronically signed and sealed by Velez, Joaquin, P using a Digital Signature. Printed copies of this document are not considere signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: February 28,2020 WARNING • VeAIy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek@ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS//TPII Quality Criteria, DSB-89 and SCSI Building Component Blvd. e 6904 ParkEast Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, rk East Job Truss Truss Type Qty Ply T19548759 2244992-GROZA-DUNN EJ72 Jack -Open f 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 28 10:12:35 2020 Page 1 ID:gl[8wLVNi6YkTT7fiBJ8hFyw6EN jPwDyTKEEixjgNwcoAY9smRxm6Vse3vl4PkeFrzgelA -1-0-0 7-0-0 1-0-0 7-0-0 Scale = 1:20.1 ST1.5x8 STP = Plate Offsets (X,Y)— [2:0-7-7,0-1-31 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) -0.03 2-4 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.07 24 >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-SH Wind(LL) 0.06 24 >999 240 Weight: 30 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x6 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=180(LC 12) Max Uplift 3=-151(LC 12), 2=-141(LC 12), 4=-3(LC 12) Max Grav 3=186(LC 1), 2=400(LC 1), 4=142(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=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 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) 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=151, 2=141. This item has been electronically signed and sealed by Velez, Joaquin, P using a Digital Signature. Printed copies of this document are not considere signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 8904 Parke East Blvd. Tampa FL 33610 Date: February 28,2020 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 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 sot 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T19548760 2244992-GROZA-DUNN EJ73 Jack -Open 8 • 1 Job Reference (optional) Builders First Source, Plant Cily, FL - 32566. 5x6 ST1.5x8 STP = i Plate Offsets (X,Y)— [1:0-6-7,0-0-111 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 28 10:12:35 2020 Page 1 ID:g118wLVNi6YkTT7fiBJ8hFyw6EN jPwDyTKEEixjgNwcoAY9smRxx6Ute3vl4PkeFrzgelA LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ltd TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.03 1-3 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.08 1-3 >999 240 BCLL 0.0 * Rep Stress Incr YES WS 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Wind(LL) 0.07 1-3 >999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=162(LC 12) Max Uplift 1=-88(LC 12), 2=-152(LC 12), 3=-7(LC 12) Max Grav 1=297(LC 1), 2=188(LC 1), 3=146(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:21.3 PLATES GRIP MT20 244/190 Weight: 28 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-4-0 to 6-4-0, Interior(1) 6-4-0 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) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3 except (jt=lb) 2=152. This item has been electronically signed and sealed by Velez, Joaquin, P using a Digital Signature. Printed copies of this document are not considere signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 28,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M147473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPIi Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T19548761 2244992-GROZA-DUNN EJ81 Half Hip , 1 2 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 28 10:12:37 2020 Page 1 ID:q II8wLVNi6YkTT7fiBJ8hFyw6EN-fo2zM9LUmJBR4h4_vbadxBWOrwHg6zk2YjDlJkzgel8 2-1-8 4-7-7 5-6-8 8-10-14 2-1-8 2-5-15 0-11-1 3-4-6 THIS TRUSS IS DESIGNED TO SUPPORT ONLY 2'-0" Scale= 1:17.0 OF UNIFORM LOAD AS SHOWN. 4x6 = 1 3x4 = 0 5.00 112 2x4 II ST1.5x8 STP = 2-1-8 2-6-3 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 TCDL 15.0 Lumber DOL 1.25 BC 0.01 BCLL 0.0 * Rep Stress Incr YES WB 0.04 BCDL 10.0 Code FBC2017/TP12014 Matrix-P 3x12 MT20HS = 0-10-13 DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) -0.00 6 >999 240 MT20 2441190 Vert(CT) -0.00 6 >999 180 MT20HS 187/143 Horz(CT) 0.00 4 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.1 LBR SCAB 3-5 2x4 SP No.1 one side REACTIONS. (size) 6=0-6-0, 4=1-2-5, 4=1-2-5 Max Horz 6=-76(LC 9) Max Uplift 6=-77(LC 13), 4=-559(LC 9) Max Grav 6=159(LC 21), 4=896(LC 1), 4=896(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-3=-170/294 Weight: 82 lb FT = 20 Structural wood sheathing directly applied or 5-6-8 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Attached 6-10-5 scab 3 to 5, front face(s) 2x4 SP No.1 with 1 row(s) of 10d (0.131"x3") nails spaced 9" o.c.except : starting at 1-3-9 from end at joint 3, nail 1 row(s) at 7" o.c. for 2-0-0. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-1-12 to 44-14, Interior(1) 1-11-12 to 8-10-14 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 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except Qt=lb) 4=559. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. A o. This item has been electronically signed and sealed by Velez, Joaquin, P using a Digital Signature. Printed copies of this document are not considere signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 28,2020 AWARNING - VerNy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for 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 BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply T19548762 2244992-GROZA-DUNN EJ82 Half Hip 1 1 Job Reference o tional Builders First Source, Plant City, FL - 32566, 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 28 10:12:38 2020 Page 1 I D:g118wLVNi6YkTT7fiBJ8hFyw6EN-7_CLaVM7XdJ IhrfATJ5sTP3bcKaPrPQBmNylrAzgel7 3-10-0 4-10-0 3-10-0 1-0-0 3 2x4 11 Scale = 1:12.4 2x4 = 4 ST1.5x8 STP = ST1.5x8 STP = 2-7-2 4-10-0 3x4 = 2-7-2 2-2-14 Plate Offsets (X,Y)-- [1:0-1-14,0-0-10) 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 0.38 Vert(LL) -0.02 1-4 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.24 Vert(CT) -0.04 1-4 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.08 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Wind(LL) 0.00 1 **** 240 Weight: 19 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-8-0, 4=0-6-0 Max Horz 1=91(LC 12) Max Uplift 1=-62(LC 12), 4=-83(LC 12) Max Grav 1=196(LC 1), 4=196(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-4=-155/266 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) 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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4. This item has been electronically signed and sealed by Velez, Joaquin, P using a Digital Signature. Printed copies of this document are not considere signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 28,2020 AWARNING - VerHy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/0312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must 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 Mirek' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T19548763 2244992-GROZA-DUNN EJ83 Monopitch 1 + 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, -1-0-0 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 28 10:12:38 2020 Page 1 I D:gll8wLVNi6YkTT7fiBJ8hFyw6EN-7_cLaVM7XdJlhrfATJ5sTP3YSKaVrQfBmNylrAzgel7 Scale = 1:14.5 ST1.5x8 STP = 4 ST1.5x8 STP = 3x6 = 4-10-0 �,ra 4-10-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TIC 0.52 Vert(LL) -0.02 2-4 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.23 Vert(CT) -0.04 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Wind(LL) 0.00 2 **** 240 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 4=0-6-0, 2=0-8-0 Max Horz 2=128(LC 12) Max Uplift 4=-98(LC 12), 2=-122(LC 8) Max Grav 4=182(LC 1), 2=304(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-181/276 PLATES GRIP MT20 244/190 Weight: 19 lb FT = 20% Structural wood sheathing directly applied or 4-10-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 2=122. This item has been electronically signed and sealed by Velez, Joaquin, P using a Digital Signature. Printed copies of this document are not considere signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 28,2020 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. eenee 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 ANS11TPi1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T19548764 2244992-GROZA-DUNN EJ91 Half Hip A 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 28 10:12:40 2020 Page 1 ID:q II8wLVNi6YkTT7fiBJ8hFyw6EN4Mk6?BON3EZOx9pZbk8KZg8vi78WJIRUEhRPw2zgel5 -1-0-0 5-6-0 8-8-8 9r0-Q 1-0-0 5-6-0 3-2-8 0-3- 2x4 11 bx8 = ST1.5x8 STP = 3x8 = Scale = 1:26.9 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 0.47 Vert(LL) -0.16 2-5 >646 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.33 2-5 >309 240 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.04 2-5 >999 240 Weight: 41 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 5=Mechanical, 2=0-8-0 Max Horz 2=224(LC 12) Max Uplift 5=-200(LC 12), 2=-166(LC 12) Max Grav 5=376(LC 1), 2=484(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=439/256 BOT CHORD 2-5=493/399 WEBS 3-5=449/584 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 8-1-14 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 8-104 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) except Qt=lb) 5=200,2=166. This item has been electronically signed and sealed by Velez, Joaquin, P using a Digital Signature. Printed copies of this document are not considere signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 28,2020 ®WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE NII-7473 rev. 1010312015 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 properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T19548765 2244992-GROZA-DUNN EJ92 Half Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 28 10:12:40 2020 Page 1 ID:q 118wLV Ni6YkTT7fiBJ8hFyw6EN4Mk6?BON3EZOxgpZbk8KZg8r-783J IiU EhRPw2zgel5 -1-0-0 6-8-8 9-0-0 r 1-0-0 6-8-8 2-3-8 NW 5x6 = ST1.5x8 STP = 5x6 = 4x6 = Scale = 1:22.4 6-8-8 2-3-8 Plate Offsets (X,Y)— [3:0-3-0,0-2-4) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.16 2-5 >625 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.37 2-5 >279 240 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.13 2-5 >777 240 Weight: 38 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 5=Mechanical, 2=0-8-0 Max Horz 2=175(LC 12) Max Uplift 5=-143(LC 12), 2=-179(LC 12) Max Grav 5=376(LC 1), 2=484(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-341/203 BOT CHORD 2-5=-319/244 WEBS 3-5=-349/525 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 9-2-13 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 6-8-8, Exterior(2) 6-8-8 to 8-10-4 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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 5=143, 2=179. This item has been electronically signed and sealed by Velez, Joaquin, P using a Digital Signature. Printed copies of this document are not considere signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 28,2020 AWARN/NG - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M147473 rev. 1010312015 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 ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T19548766 2244992-GROZA-DUNN EJ93 Half Hip d 1 1 Job Reference (optional) Builders First Source, Plant Gity, FL - 32566, 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 28 10:12:41 2020 Page 1 ID:g118wLVNi6YkTT7fiBJ8hFyw6EN-YZHUCXP?gYhtYl018RfZ51 h6iXby2kodTLBySVzgel4 -1-0-0 4-8-8 9-0-0 1-0-0 4-8-8 4-3-8 Scale = 1:19.4 3 5x8 = 2x4 II 4 3x6 = 2x4 II 3x4 = 6 5 4-8-8 9-0-0 4-8-8 4-3-8 Plate Offsets (X,Y)— [2:0-0-2,Edge] [3:0-5-12,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.01 2-6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.03 2-6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.13 HOrc(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Wind(LL) 0.02 2-6 >999 240 Weight: 40 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. All bearings 9-0-0. (lb) - Max Horz 2=129(LC 12) Max Uplift All uplift 100 lb or less atjoint(s) 5 except 2=-110(LC 12), 6=-135(LC 9) Max Grav All reactions 250 lb or less at joint(s) 5, 5 except 2=281(LC 1), 6=424(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-6=-300/431 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) 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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except Qt=lb) 2=110, 6=135. This item has been electronically signed and sealed by Velez, Joaquin, P using a Digital Signature. Printed copies of this document are not considere signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE N0.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 28,2020 WARNING - Veri/y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7477 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mirek" is always required for stability and to prevent collapse with possible personal injury and properly 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 BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T19548767 2244992-GROZA-DUNN EJ94 Half Hip Job Reference (optional) Builders First Source, Plant City, FL - 32566. 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 28 10:12:42 2020 Page 1 ID:q II8wLVNi6YkTT7fiBJ8hFyw6EN-OlrsQtPdbspkASzyi8AoeFDFgxwUn6Cnh?wW_xzgel3 1-0-0 2-8-8 9-0-0 1-0-0 2-8-8 6-3-8 4x6 = 4 6x8 = 6x8 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.03 6-7 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.05 6-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) -0.02 6-7 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 6=Mechanical, 7=0-11-5 Max Horz 7=82(LC 12) Max Uplift 6=-80(LC 9), 7=-440(LC 8) Max Grav 6=143(LC 1), 7=724(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1030/483, 34=-916/400 BOT CHORD 2-7=-413/1055, 6-7=-273/726 WEBS 4-7=-662/992, 4-6=-794/361 Scale = 1:18.7 3x4 11 5 4x6 = PLATES GRIP MT20 244/190 Weight. 41 lb FT = 20 Structural wood sheathing directly applied or 5-2-6 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) 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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except Qt=lb) 7=440. This item has been electronically signed and sealed by Velez, Joaquin, P using a Digital Signature. Printed copies of this document are not considere signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33610 Date: February 28,2020 WARNING - VerHy design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M/67173 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mirek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPH Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T19548768 2244992-GROZA-DUNN EJ95 Roof Special r 1 11 V. Job Reference (optional) Butloers First Source, Plant City, FL - 32566, 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 28 10:12:43 2020 Page 1 ID:q II8wLVNi6YkTT7fiBJ8hFyw6EN-UxPEdCQFM9yaocY8Gsh tASmNYLBeWeNwwfg3XNzge12 1-0-0 2-6-0 31 9 7-0-6 9-0-0 1-0-0 2-6-0 0-8-9 3-9-14 1-11-10 5.00 I12 4x6 = 1.41 112 3x12 MT20HS 11 3x12 MT20HS = 2-6-0 0-8-9 RUN Scale = 1:18.7 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.69 BC 0.62 WB 0.16 Matrix-SH DEFL. in Vert(LL) -0.08 Vert(CT) -0.20 Horz(CT) 0.01 Wind(LL) 0.16 (loc) I/deft Ud 5-6 >999 360 5-6 >507 240 5 n/a n/a 5-6 >662 240 PLATES MT20 MT20HS Weight: 36 lb GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-14 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-5-0 oc bracing. WEBS 2x4 SP No.3 WEDGE Left: 2x8 SP 240OF 2.0E REACTIONS. (size) 5=Mechanical, 2=0-11-5 Max Horz 2=39(LC 12) Max Uplift 5=-152(LC 13), 2=-172(LC 8) Max Grav 5=380(LC 1), 2=488(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-949/847, 34=-837/829, 4-5=-826/702 BOT CHORD 2-7=-719/836, 6-7=-719/836, 5-6=-647/790 WEBS 3-7=426/424,4-6=-253/391 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=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-2-9, Interior(1) 3-2-9 to 8-114 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) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 5=152, 2=172. This item has been electronically signed and sealed by Velez, Joaquin, P using a Digital Signature. Printed copies of this document are not considere signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 28,2020 WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev. 10/03/2015 BEFORE USE. -- Design valid for use only with MiTekOO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB•89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Type Qty 1al Hip Girder 1 + r T19548769 Builders First Source Plant City FL - "`" • 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 28 10:12:44 2020 Page 1 ID:q ll8wLVNi6YkTT7fiBJ8hFyw6EN-y8zcgYRt7T4RPm6KgZCGjgJc_IcyF7849JPd3gzgell 1-5 0 4-10-10 1-5-0 4-10-10 2x4 = 4-10-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.03 2-4 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.05 2-4 >999 240 BCLL 0.0 Rep Stress Incr NO 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 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-10-15, 4=Mechanical Max Horz 2=112(LC 4) Max Uplift 3=-120(LC 9), 2=-147(LC 4) Max Grav 3=111(LC 1), 2=278(LC 1), 4=111(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (ib) or less except when shown. Scale = 1:12.3 PLATES GRIP MT20 244/190 Weight: 17 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); 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) except Qt=lb) 3=120, 2=147. 6) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 2-4=-20 Concentrated Loads (lb) Vert: 5=94(F=47, B=47) 8=-12(F=-6, B=-6) This item has been electronically signed and sealed by Velez, Joaquin, P using a Digital Signature. Printed copies of this document are not considere signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 28,2020 AWARNING - Ver/fy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MX7473 rev. 10/0312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must 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 ANS11TPIf Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T19548770 2244992-GROZA-DUNN HJ7 Diagonal Hip Girder rII Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 28 10:12:45 2020 Page 1 I D:gll8wLVNi6YkTT7fiBJ8h Fyw6EN-QKX?2uSWun CI1 whXNHjVGlrmx8uZ_U3DNzgAbGzge10 -1-5-0 5-2-9 9-10-1 1-5-0 5-2-9 4-7-8 Scale = 1:21.2 «v ,i =5 3x4 = NAILED NAILED NAILED 3x6 5-2-9 9-10-1 5-2-9 4-7-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.03 6-7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.07 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Wind(LL) 0.03 6-7 >999 240 Weight: 41 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-0-15 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-10-15, 6=Mechanical Max Horz 2=194(LC 4) Max Uplift 4=-137(LC 4), 2=-228(LC 4), 6=-126(LC 8) Max Grav 4=161(LC 1), 2=511(LC 1), 6=340(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-878/330 BOT CHORD 2-7=-415/814, 6-7=415/814 WEBS 3-7=0/260, 3-6=-863/440 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); 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) except (jt=lb) 4=137, 2=228, 6=126. 6) "NAILED" indicates 3-10d (0.148"xY) or 2-12d (0.148" x3.25) toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 2-5=-20 Concentrated Loads (lb) Vert: 8=94(F=47, B=47) 10=-97(F=49, B=49) 13=-36(F=-18, B=-18) This item has been electronically signed and sealed by Velez, Joaquin, P using a Digital Signature. Printed copies of this document are not considere signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 0904 Parke East Blvd. Tampa FL 33610 Date: February 28,2020 AWARN/NG - VerNy design parameter and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M/1.7473 rev. 1010312015 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T19548771 2244992-GROZA-DUNN HJ71 Diagonal Hip Girder /, 1 • 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 28 10:12:46 2020 Page 1 ID:q IISwLV Ni6YkTT7fiBJ8hFyw6EN-uW5N FES8f4K9f4Gjx_Fko5Ot1 YCgj_mMcduj7izgel? 5-3-1 7-3-10 9-10-1 5-3-1 2-0-9 2-6-7 Scale = 1:20.3 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.13 1-7 >837 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.21 1-7 >548 240 BCLL 0.0 * Rep Stress Incr NO WB 0.25 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 35 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-6 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-9-13, 4=Mechanical, 6=Mechanical Max Horz 1=167(LC 4) Max Uplift 1=-157(LC 4), 4=-72(LC 22), 6=-253(LC 4) Max Grav 1=423(LC 1), 4=14(LC 18), 6=532(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1179/531, 2-3=-1052/559 BOT CHORD 1-7=-624/1080, 6-7=-627/1080 WEBS 2-7=0/256, 3-6=-1104/639 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (envelope); 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) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 1=157, 6=253. 7) "NAILED" indicates 3-10d (0.148"x3") 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 Uniform Loads (plf) Vert: 1-4=-70, 1-5=-20 Concentrated Loads (lb) Vert: 3=-1 11 (F=-62, B=-49) 8=47(B) 12=-36(F=-18, B=-18) This item has been electronically signed and sealed by Velez, Joaquin, P using a Digital Signature. Printed copies of this document are not considere signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 28,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M/F7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for 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 ANSI1TP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T19548772 2244992-GROZA-DUNN HJ72 Diagonal Hip Girder Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 28 10:12:47 2020 Page 1 ID:q II8wLVNi6YkTT7fiBJ8hFyw6EN-MjflTaTmQOSOHDrvVimzLlw3HyYBSRFWrHeHg9zgel_ -1-5 0 5-3-1 7-3-10 9-10-1 1-5-0 5-3-1 2-0-9 2-6-7 i 3x4 Scale = 1:21.6 Io 5-3-1 9-10-1 5-3-1 4-7-0 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 0.64 Vert(LL) -0.08 2-8 >999 360 IvIT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.18 8 >646 240 BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.10 8 >999 240 Weight. 38 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 5=Mechanical, 2=0-9-13, 7=Mechanical Max Horz 2=192(LC 4) Max Uplift 5=-89(LC 22), 2=-233(LC 4), 7=-217(LC 8) Max Grav 5=23(LC 18), 2=515(LC 1), 7=488(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1089/475, 3-4=-981/494 BOT CHORD 2-8=-552/1002, 7-8=-556/1004 WEBS 4-7=-1023/564 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-6-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); 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) 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 2=233, 7=217. 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 Uniform Loads (plf) Vert: 1-5=-70, 2-6=-20 Concentrated Loads (lb) Vert: 4=-97(F=-49, 13=49) 9=94(F=47, B=47) 13=-36(F=-18, B=-18) This item has been electronically signed and sealed by Velez, Joaquin, P using a Digital Signature. Printed copies of this document are not considere signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 28,2020 -- WARNING - Ver/ty design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE 11111-7473 rev. 10/03/2013 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 Welk' always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS1/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T19548773 2244992-GROZA-DUNN V1 Valley R 1 ' 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 28 10:12:47 2020 Page 1 ID:q II8wLVNi6YkTT7fiBJ8hFyw6EN-MjflTaTmQOSOHDrvVimzLlwCFyf8SUtWrHeHg9zgel_ 2-0-0 4-0-0 2-0-0 2-0-0 5.00 12 2x4 i 3x6 = 3-11-6 2x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/clef] L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) n/a n/a 999 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 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 1=3-10-13, 3=3-10-13 Max Horz 1=-11(LC 13) Max Uplift 1=-39(LC 12), 3=-39(LC 13) 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. Scale = 1:7.4 PLATES GRIP MT20 244/190 Weight: 10 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 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=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. ro 0 This item has been electronically signed and sealed by Velez, Joaquin, P using a Digital Signature. Printed copies of this document are not considere signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 28,2020 �— AWARN/NG • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7173 rev. 10/03/2018 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T19548774 2244992-GROZA-DUNN V2 Valley r 1` 1 ^ Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 28 10:12:48 2020 Page 1 ID:q II8wLVNi6YkTT7fiBJ8hFyw6EN-rvC7gwUOBiatuNQ53PHCtWTLVMJBwgf4xNgBbzgeHz 4-0-0 8-0-0 4-0-0 4-0-0 v a a 2x4 2x4 11 4x6 = 0- 10 8-0-0 0- - 0 7-11-6 2x4 Scale = 1:14.6 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.16 BC 0.24 WB 0.08 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl L/d n/a n/a 999 n/a n/a 999 0.00 3 n/a n/a PLATES GRIP MT20 244/190 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=-28(LC 13) Max Uplift 1=-56(LC 12), 3=-61(LC 13), 4=-91(LC 12) Max Grav 1=131(LC 23), 3=131(LC 24), 4=330(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 24=-218/279 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=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. This item has been electronically signed and sealed by Velez, Joaquin, P using a Digital Signature. Printed copies of this document are not considere signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 28,2020 A WARNING - VerUy design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MIP7473 rev. 1010312015 BEFORE USE. ea— �-' 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 WOWis always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type city Ply T19548775 2244992-GROZA-DUNN V3 Valley r1 1 1 Job Reference (optional) uers ru,r ouurue, rreni Giry, FL - 32566, 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 28 10:12:49 2020 Page 1 ID:q II8wLVNi6YkTT7fiBJ8hFyw6EN-J5mVuGVOx?ikWX?lc6oRQjOsamEPW N Wplb7Njl zgeHy 6-0-0 12-0-0 6-0-0 6-0-0 Y a 0 4x6 = 4 3x6 2x4 II 3x6 Scale = 1:19.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.59 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Weight: 37 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 1=11-10-13, 3=11-10-13. 4=11-10-13 Max Horz 1=45(LC 12) Max Uplift 1=-90(LC 12), 3=-98(LC 13), 4=-148(LC 12) Max Grav 1=211(LC 23), 3=211(LC 24), 4=533(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 24=-353/401 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=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) 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. 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) 4=148. This item has been electronically signed and sealed by Velez, Joaquin, P using a Digital Signature. Printed copies of this document are not considere signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 28,2020 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. -- Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 1b Truss Truss Type city Ply T19548776 244992-GROZA-DUNN V4 Valley I 1 1 ' Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 28 10:12:50 2020 Page 1 ID:g118wLVNi6YkTT7fiBJ8hFyw6EN-n I Ku5cWeiJgb8haUAgJgzxYg49iBfgnyXFsxGTzgeHx 8-0-0 16-0-0 8-0-0 8-0-0 Scale = 1:26.1 4x6 = 3 v .a a 3x4 8 7 6 3x4 2x4 11 2x4 11 2x4 11 0-0- 0 15-11-6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.11 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 54 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 15-10-13. (lb) - Max Horz 1=62(LC 12) Max Uplift All uplift 100 lb or less atjoint(s) 1, 5, 7 except 6=-207(LC 13), 8=-208(LC 12) Max Grav All reactions 250 lb or less at joints) 1, 5 except 7=315(LC 1), 6=386(LC 24), 8=386(LC 23) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 4-6=-298/397, 2-8=-298/397 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=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-9-1 to 6-9-1, Interior(1) 6-9-1 to 8-0-0, Exterior(2) 8-0-0 to 14-0-0, Interior(1) 14-0-0 to 15-2-15 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. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 7 except (jt=lb) 6=207, 8=208. This item has been electronically signed and sealed by Velez, Joaquin, P using a Digital Signature. Printed copies of this document are not considere signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 28,2020 AWARN/NG - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M/1.7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for 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 ANSI1TPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Builders First Source, Plant City, FL - T19548777 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 28 10:12:51 2020 Page 1 ID:q ll8wLV Ni6YkTT7fiBJ8hFyw6EN-FUuGJyW GTdySlr9gkXgvV85uiZ3jOlt6mvcUowzgeHw 2X4 i LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 TCDL 15.0 Lumber DOL 1.25 BC 0.03 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017ITP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 1=1-11-6, 2=1-11-6, 3=1-11-6 Max Horz 1=30(LC 12) Max Uplift 1=-17(LC 12), 2=-36(LC 12) Max Grav 1=56(LC 1), 2=44(LC 1), 3=25(LC 3) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. 2-0-0 2-0-0 Scale = 1:6.9 5.00 12 DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(CT) n/a n/a 999 Horz(CT) -0.00 2 n/a n/a Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. This item has been electronically signed and sealed by Velez, Joaquin, P using a Digital Signature. Printed copies of this document are not considere signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 28,2020 ®WARNING - Ved& design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE M/1-7473 rev. 10/0312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must 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 ANS11TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Vv n o z 5 0o r -p -° CA cn ao cn D 0 'o -� m22 �� Z X m �0 I( m O r N m o O r _ 00 m ° ! 0 -31 CD = a oQ o A- O C,�0�=om rn _ n �:: O Vi afpo o � m c _a — a 50�.� m °� 3 av � m� Duo (� Z 0 3 a� u, a�� �' 0� x m m S, am C 0 � E ccD Q� 3 D ° v as m m`4 N'a o o m 0 r m o =r m CD •�, m m CD m CL :3 Qa� m �O cD Sn O m �' 3 m+°' CD a1 0 ox c-0 cn m �� m i <nva' nvC a ii �[nm ci o Q3 N < o v o �0��� omC)0� CD�� D om�� a o o c o m0=mm O - n(nWQ �mo�v —Isy moa m ��- N �'Cu Qcny3'm X coo N mom 0) -40 =.z3 =u) CD•� o' ° v 3 �' nn a o a o ID a0 m �� m m =�cQ N O o m sly a(a o Z m qm � 3 o m 3 0 CD o 3"m`o_' > a) ET - cn :3 > os w v, 03 m 0= mO CL 0 Op n CC] N 7 CD 0 (n S N CD � In m co_ 0) to ' 7- N � c d C1 0 2 Cn CD O (D 0° 0 m= 3 ° O a = (D N !=3 3 00 M N 0- CD p 7 Vl O Q CD N t%) CD 0-0 N X. (DCD Z _ CO CJ 7• O CL N CU CD X 0 m p = .�-. (fl ? .0 CD cn CDO -i CD Cn r rt� zo �Dw c :cx� o TOP CHORD M N C � C mm n to 0 co ape CD CD m mo mZV�i go MOE w ci-a =m �Q N m -4� X n ND ,-m��� o QwCD m m �In mm o -i m z x° �� rn cQ 6 (a- O cl Z) N 0 m CCD O C CD CD �. W A U)m M m ;0m fA -0 V (D m 77 CQ M w C0 Cn O (D ^^ C 2. N N - D D v W2-7 (nm �cl)CL m" -0 X wir, O O c �. Cn �■ O Q m cn ;u U) X m a{ 0 3 ' �� O o Xz m Cn CD C) m cD O w co < m M toZ 3 = C0 H �ii (D o O m m 1 m m V/ o m cn o �m (n� CD a � x = o m U) w m m o f N co ® _ N co L O _ 7 (D ® D n N Z O O= l/I7rt7� — C O � 0 Z m rn U) : \Y 3 9 m C_ -n m MVV3-6// CD N Zin D M mjSOU Z CD mOm c- O— w 7U) cn N -i — a 7 m O m TOP CHORD O D0 N C J C) o CD i n D ° n c c n C EO o`o:� 0 m M n Z o- Q _ a c m rn —p 3�� D Cn N Q L �. G Cp N -O ° j N N 'OO 0 0) 3 n Cp 3 -NO O O 7 N 7 O N N .J.. O .C. p m 0 n< SU N O, c N Q (� -O <D n 0, O O p 7 N O n. p n 6 p°j N CT O Q � N - N O Cfl '� N CD x (� n � a) c�� 0 CD � m 2 0 mJ o m y� m� M :1 M 5 N o N < J 0� -0 m m O 3 m f° a g o 7m 0 Cf] — m c d 7 I M o- o c� o' � a a o c n m o v v x p° o m m° m 3 � o d x u c N y m (D n N- N J J O d N O 61 - -O x J N a) 0 O- 7 0 p fD o 0- y o p p C N •6 7 7 O N O N O O N N Q -' N O O c 3 m O CD a O O (D W5- --:3to Y p� 7 Q °-0 Cp J v J o un m 3 y Q 3 N ID m N m m 3 ° mo o m m N m Q QCryXiy TI N .� O j Cc,'- N �. N �..N.. >' n„ J N d .,. N cp n N O N O O 0 6 n. 7 Q. C ST N O ... S U3 � 1T c= O C O- J J j .. c O Q Q J J N fD f0 0 O •� D n0 M 0 o N J 2 p C j M N Q C Cp (U m N p p p, 2 d O .p N S = a O (p 7 6 O J C (p N 4! N lD J Q N 2 c p N O J- O c �j N O - Q -c rnS mo 0. °-' my > >CD m� o0 3v nv �. :°o- mn $m °-T.m �...ypp-(p c°.� (n G `A,' c � - {p 0� N. N O -O N, (S c 4) CJ J O � [D G O J d < n y� O ^ • V c Z7 Q m m 3 j l M N 2 N t0 = N. J (D �j N N S 3 O- `G O (D .�. N �. N (D Q N N (O l M p a s 3 m y ? m° v T m 0 m N M° i_ D v o p n m p° m° d o i o w O q M < N O O y V 3 Q °- fn CO 7 p O O n .N.. Z SU .+ N _ N N p_ d J J N — C_ ii/ N C N O N O Q ? N m N ° c D O _N O. N 'p N .� J N n m 2 .� m and 9 0 JO -0 'n° L70- <' d Z �*m o9 ao mmv 2 7 iZ n (O 0 n `< d N 7 N COn C. N O N J 6 O Cn -p N .di. N- _ .� N F//�/ O ?-. O O N 7 fn N 7 J O O O N M N N N 7 V '' N N° fD ° Q j '_. `G Sll //Y�� ��i °- E q- N Op_ M O N N d N J fU j f) JO O 0 �`G 9 o 0 p Cap n 7 - n M n (D 0 'otU N C _- O " 41 J -O fN J = j , C ? (D �n /� m dF (gym m o < o mo �°" o� O 'Cp �a mn �m mo \V o 0 ,cam ° m m a O N n 3 m m u m m M mCp N 0 N N 17 n N CL z N- 6 N n nf° N p O O v V ° O M C0 g J CD l0 (n -0 ` �m n' co 3 CD m (D 3 Q m O p'E` CD N