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HomeMy WebLinkAboutLEG 26 _ TrussRe: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by 84 Components - 0783. Liu, Xuegang Pages or sheets covered by this seal: I34316682 thru I34316700 My license renewal date for the state of Indiana is July 31, 2020. SARASOTA_A Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. IMPORTANT NOTE: 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. August 13,2018 Job SARASOTA_A Truss T1PB Truss Type GABLE Qty 2 Ply 1 Job Reference (optional) I34316682 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Aug 13 10:58:30 2018 Page 1 84 Components, Franklin, IN - 46131, ID:pIB3CuesZHPx1ySAX4jjZjzzYhI-mfyZ_eiLF3th_Y4vFKArFMte9uiu?XPnqaw?rhyoHTN Scale = 1:34.3 Sheet Front Full Sheathing 1 Ply 1/2" 4x8 ZIP 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 1 13 4x4 3x4 3x6 3x4 19-8-10 19-8-10 9-10-5 9-10-5 19-8-10 9-10-5 -0-0-44-10-144-11-20-1-20-1-106.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.13 0.07 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 12 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 111 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 19-8-10. (lb) - Max Horz 1=-62(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 1, 13, 2, 19, 20, 22, 23, 17, 16, 15, 14, 12 Max Grav All reactions 250 lb or less at joint(s) 1, 13, 18, 19, 20, 22, 17, 16, 15 except 2=284(LC 1), 23=251(LC 19), 14=251(LC 20), 12=284(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 13, 2, 19, 20, 22, 23, 17, 16, 15, 14, 12. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 13,2018 Job SARASOTA_A Truss TGE Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) I34316683 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Aug 13 10:58:31 2018 Page 1 84 Components, Franklin, IN - 46131, ID:pIB3CuesZHPx1ySAX4jjZjzzYhI-ErWyB_iz0N?Ybhf6p2h4naPpFI3aky_w3EgZN7yoHTM Scale = 1:41.4 Sheet Front Full Sheathing 1 Ply 1/2" 4x8 ZIP 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 4x8 4x4 4x8 14-0-0 14-0-0 -0-10-8 0-10-8 7-0-0 7-0-0 14-0-0 7-0-0 14-10-8 0-10-8 0-10-66-8-60-10-610.00 12 Plate Offsets (X,Y)-- [2:0-1-7,0-1-12], [12:0-1-7,0-1-12], [14:0-0-0,0-1-12], [14:Edge,0-3-8], [24:0-0-0,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.11 0.04 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.00 (loc) 12 12 14 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 121 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 14-0-0. (lb) - Max Horz 24=-145(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 24, 14, 20, 21, 22, 23, 18, 17, 16, 15 Max Grav All reactions 250 lb or less at joint(s) 24, 14, 19, 20, 21, 22, 23, 18, 17, 16, 15 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 14, 20, 21, 22, 23, 18, 17, 16, 15. 16023 Swingley Ridge Rd Chesterfield, MO 63017 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 13,2018 Job SARASOTA_A Truss TGR Truss Type COMMON GIRDER Qty 1 Ply 3 Job Reference (optional) I34316684 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Aug 13 10:58:32 2018 Page 1 84 Components, Franklin, IN - 46131, ID:pIB3CuesZHPx1ySAX4jjZjzzYhI-i24KOKjbnh7PDrEIMlDJKnyvliCJTF?4IuP6wZyoHTL Scale = 1:55.4 1 2 3 4 5 9 8 7 613 14 15 16 17 8x8 4x6 4x6 3x6 4x6 4x8 8x8 4x6 10x10 3-5-7 3-5-7 6-7-5 3-1-15 9-9-4 3-1-15 14-0-0 4-2-12 3-5-7 3-5-7 6-7-5 3-1-15 9-9-4 3-1-15 14-0-0 4-2-12 0-10-69-0-25-5-1310.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-3-11], [3:0-1-12,0-2-0], [5:0-2-4,0-1-8], [7:0-5-0,0-6-0], [8:0-3-8,0-5-4], [9:0-4-12,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.44 0.78 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.14 0.02 0.03 (loc) 8-9 8-9 6 8-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 336 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP No.2 WEBS 2x4 SPF Stud *Except* 4-7: 2x4 SPF No.2, 5-6: 2x6 SPF No.2 WEDGE Left: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=7807/0-3-8 (req. 0-4-1), 6=8089/0-3-8 (req. 0-4-4) Max Horz 1=107(LC 9) Max Uplift 1=-327(LC 10), 6=-358(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-9273/420, 2-3=-6992/343, 3-4=-4235/245, 4-5=-4251/240, 5-6=-6858/324 BOT CHORD 1-9=-337/7011, 8-9=-337/7011, 7-8=-256/5372 WEBS 2-9=-133/3117, 2-8=-2351/142, 3-8=-243/5600, 3-7=-4539/247, 4-7=-268/5197, 5-7=-228/5161 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 3 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) WARNING: Required bearing size at joint(s) 1, 6 greater than input bearing size. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=327, 6=358. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2523 lb down and 111 lb up at 2-0-12, 2523 lb down and 111 lb up at 4-0-12, 2523 lb down and 111 lb up at 6-0-12, 2523 lb down and 111 lb up at 8-0-12, and 2523 lb down and 111 lb up at 10-0-12, and 2523 lb down and 111 lb up at 12-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 13,2018 Job SARASOTA_A Truss TGR Truss Type COMMON GIRDER Qty 1 Ply 3 Job Reference (optional) I34316684 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Aug 13 10:58:32 2018 Page 2 84 Components, Franklin, IN - 46131, ID:pIB3CuesZHPx1ySAX4jjZjzzYhI-i24KOKjbnh7PDrEIMlDJKnyvliCJTF?4IuP6wZyoHTL LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-45, 4-5=-45, 6-10=-10 Concentrated Loads (lb) Vert: 7=-2523(B) 13=-2523(B) 14=-2523(B) 15=-2523(B) 16=-2523(B) 17=-2523(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job SARASOTA_A Truss TPB Truss Type GABLE Qty 19 Ply 1 Job Reference (optional) I34316685 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Aug 13 10:58:34 2018 Page 1 84 Components, Franklin, IN - 46131, ID:pIB3CuesZHPx1ySAX4jjZjzzYhI-eQB4p0lrJIN7S9OgUAFnPC1HVV2mxKgNlCuD_SyoHTJ Scale = 1:36.4 2 3 4 5 6 11 10 9 8 1 12 13 7 4x4 3x4 3x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 3x4 19-8-10 19-8-10 9-10-5 9-10-5 19-8-10 9-10-5 -0-0-44-10-144-11-20-1-20-1-106.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.23 0.14 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 52 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 19-8-10. (lb) - Max Horz 1=-62(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 11, 8, 6 except 1=-189(LC 1), 7=-189(LC 1), 2=-105(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 9 except 2=437(LC 1), 11=413(LC 19), 8=413(LC 20), 6=437(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-312/158, 5-8=-312/158 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 8, 6 except (jt=lb) 1=189, 7=189, 2=105. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 13,2018 Job SARASOTA_A Truss TT Truss Type Piggyback Base Qty 3 Ply 1 Job Reference (optional) I34316686 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Aug 13 10:58:36 2018 Page 1 84 Components, Franklin, IN - 46131, ID:pIB3CuesZHPx1ySAX4jjZjzzYhI-apJrEhm6qvdriTY3bbHFUd7auJjPP3kfDWNK3KyoHTH Scale = 1:101.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1617 27 26 25 24 23 22 21 20 19 18 35 36 37 38 39 40 41 4x6 5x6 6x10 4x6 4x6 4x6 6x8 8x8 4x6 4x4 2x4 4x4 4x4 4x4 4x8 6x6 2x4 4x8 2x4 4x4 4x8 4x4 6x6 4x4 2x4 6-5-1 6-5-1 12-8-2 6-3-1 18-11-3 6-3-1 20-5-12 1-6-9 25-8-2 5-2-6 30-10-8 5-2-6 38-7-13 7-9-5 39-11-0 1-3-3 48-11-8 9-0-8 49-1-4 0-1-12 56-10-12 7-9-8 57-7-0 0-8-4 -0-10-8 0-10-8 6-5-1 6-5-1 12-8-2 6-3-1 18-11-3 6-3-1 20-5-12 1-6-9 25-8-2 5-2-6 30-10-8 5-2-6 38-7-13 7-9-5 39-11-0 1-3-3 44-5-4 4-6-4 48-11-8 4-6-4 57-7-0 8-7-8 58-5-8 0-10-8 0-6-610-0-00-6-64-6-410-0-06.00 12 6.00 12 Plate Offsets (X,Y)-- [18:0-4-0,0-3-8], [19:0-2-8,0-3-12], [21:0-5-4,0-3-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.43 0.26 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.16 0.08 0.02 (loc) 18-19 18-19 18 20 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 370 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-27,3-26,5-26,11-20,12-20,12-19,13-19,15-18: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (6-0-0 max.): 6-11. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-24, 6-23, 7-23, 8-23, 9-21, 13-18 REACTIONS.All bearings 0-3-8 except (jt=length) 23=0-4-4 (input: 0-3-8). (lb) - Max Horz 2=130(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 2, 18, 23 except 16=-132(LC 44) Max Grav All reactions 250 lb or less at joint(s) 16 except 2=692(LC 33), 18=1800(LC 35), 23=2691(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-923/171, 3-5=-375/285, 5-6=0/846, 6-7=0/858, 7-8=0/858, 8-9=-553/241, 9-11=-928/193, 11-12=-919/195, 12-13=-1086/150, 13-15=0/659, 15-16=-9/715 BOT CHORD 2-27=-166/785, 26-27=-166/785, 23-24=-655/211, 22-23=-381/168, 21-22=-381/168, 20-21=-52/640, 19-20=0/1043, 18-19=-4/386, 16-18=-577/69 WEBS 3-26=-680/150, 5-26=0/483, 5-24=-1098/202, 6-24=-76/658, 6-23=-1274/133, 7-23=-487/77, 8-23=-1557/160, 8-22=0/258, 8-21=-118/978, 9-21=-990/129, 9-20=0/612, 12-20=-541/0, 12-19=0/341, 13-19=0/796, 13-18=-1441/56, 15-18=-636/220 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) WARNING: Required bearing size at joint(s) 23 greater than input bearing size. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 18, 23 except (jt=lb) 16=132. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 13,2018 Job SARASOTA_A Truss TT1 Truss Type Piggyback Base Qty 7 Ply 1 Job Reference (optional) I34316687 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Aug 13 10:58:38 2018 Page 1 84 Components, Franklin, IN - 46131, ID:pIB3CuesZHPx1ySAX4jjZjzzYhI-XBRbfNoMMXuZxmiSj0Jja2Cwg7MVtxzygqsQ7DyoHTF Scale = 1:99.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 28 27 26 25 24 23 22 21 20 19 18 17 35 36 37 38 39 40 41 42 43 4x6 6x10 4x6 6x10 4x6 4x6 4x6 2x4 4x8 2x4 5x9 2x4 2x4 5x9 2x4 4x6 4x6 4x6 6-5-1 6-5-1 12-8-2 6-3-1 18-11-3 6-3-1 20-5-12 1-6-9 26-7-0 6-1-4 32-6-9 5-11-8 38-7-13 6-1-4 44-10-14 6-3-1 51-1-15 6-3-1 57-7-0 6-5-1 -0-10-8 0-10-8 6-5-1 6-5-1 12-8-2 6-3-1 18-11-3 6-3-1 20-5-12 1-6-9 26-7-0 6-1-4 32-6-9 5-11-8 38-7-13 6-1-4 44-10-14 6-3-1 51-1-15 6-3-1 57-7-0 6-5-1 58-5-8 0-10-8 0-6-610-0-00-6-610-0-06.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.41 0.41 0.90 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.22 0.05 0.05 (loc) 18 17-18 15 18 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 342 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-24,8-24,8-21,11-21: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (6-0-0 max.): 6-11. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-25, 6-24, 7-24, 10-21, 11-21, 12-20 2 Rows at 1/3 pts 8-24 REACTIONS.(lb/size) 2=404/0-3-8, 24=3027/0-3-8 (req. 0-5-1), 15=1281/0-3-8 Max Horz 2=130(LC 12) Max Uplift 2=-84(LC 12), 24=-76(LC 9), 15=-134(LC 13) Max Grav 2=614(LC 33), 24=3232(LC 31), 15=1449(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-751/233, 3-5=-201/528, 5-6=-22/1188, 6-7=0/1155, 7-8=0/1155, 8-10=-908/240, 10-11=-908/240, 11-12=-1267/286, 12-14=-2001/320, 14-15=-2548/349 BOT CHORD 2-28=-231/632, 27-28=-231/632, 25-27=-431/182, 24-25=-943/300, 23-24=-288/346, 21-23=-288/346, 20-21=0/1101, 18-20=-94/1699, 17-18=-222/2219, 15-17=-222/2219 WEBS 3-27=-688/153, 5-27=0/496, 5-25=-1108/203, 6-25=-64/559, 6-24=-1327/162, 7-24=-531/90, 8-24=-2077/249, 8-23=0/295, 8-21=-174/1322, 10-21=-630/137, 11-21=-953/102, 11-20=-67/875, 12-20=-1065/198, 12-18=0/439, 14-18=-621/144 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 4x4 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) WARNING: Required bearing size at joint(s) 24 greater than input bearing size. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 24 except (jt=lb) 15=134. 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 13,2018 Job SARASOTA_A Truss TT2 Truss Type Piggyback Base Qty 3 Ply 1 Job Reference (optional) I34316688 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Aug 13 10:58:41 2018 Page 1 84 Components, Franklin, IN - 46131, ID:pIB3CuesZHPx1ySAX4jjZjzzYhI-xm7kHPqEfSG7oEQ1O8tQBhqPMKNO4JoOMo55kYyoHTC Scale = 1:98.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1516 26 25 24 23 22 21 20 19 18 17 34 35 36 37 38 39 40 41 5x6 8x8 6x8 3x4 4x4 4x4 4x8 6x6 2x4 4x4 6x8 4x4 4x4 6x6 5x6 5x6 2x4 7-0-0 7-0-0 7-1-12 0-1-12 13-0-8 5-10-12 18-11-3 5-10-12 24-10-14 5-11-10 30-10-8 5-11-10 38-7-13 7-9-5 39-11-0 1-3-3 44-5-4 4-6-4 48-11-8 4-6-4 49-1-4 0-1-12 56-10-12 7-9-8 57-7-0 0-8-4 7-1-12 7-1-12 13-0-8 5-10-12 18-11-3 5-10-12 24-10-14 5-11-10 30-10-8 5-11-10 38-7-13 7-9-5 39-11-0 1-3-3 44-5-4 4-6-4 48-11-8 4-6-4 53-2-4 4-2-12 57-7-0 4-4-12 58-5-8 0-10-8 0-6-610-0-00-6-64-6-410-0-06.00 12 6.00 12 Plate Offsets (X,Y)-- [15:0-7-4,0-0-12], [17:0-5-4,0-4-0], [19:0-2-4,0-3-12], [21:0-4-0,0-3-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.51 0.40 0.90 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.11 -0.25 0.14 0.05 (loc) 21-22 20-21 17 22 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 358 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud *Except* 4-23,5-23,5-22,6-22,7-22,7-21,9-21: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-9-2 max.): 5-9. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-23, 6-22, 7-22, 7-21, 9-21 REACTIONS.(lb/size) 17=2874/0-3-8 (req. 0-4-15), 15=-357/0-3-8, 26=2143/0-3-8 (req. 0-3-12) Max Horz 26=-135(LC 13) Max Uplift 17=-51(LC 8), 15=-609(LC 30), 26=-135(LC 12) Max Grav 17=3152(LC 31), 15=48(LC 9), 26=2380(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-271/612, 2-4=-1287/134, 4-5=-1696/273, 5-6=-1891/329, 6-7=-1891/329, 7-9=-1859/344, 9-10=-1961/269, 10-11=-2138/236, 11-12=-395/146, 12-14=-72/1775, 14-15=-23/1486 BOT CHORD 1-26=-450/290, 25-26=-450/314, 23-25=-78/1122, 22-23=-74/1491, 21-22=-96/1871, 20-21=-58/2127, 19-20=-47/2033, 18-19=0/317, 17-18=-1866/225, 15-17=-1242/69 WEBS 2-26=-2174/495, 2-25=-266/1669, 4-25=-803/237, 4-23=-66/583, 5-23=-300/136, 5-22=-111/754, 6-22=-570/125, 7-21=-783/169, 9-21=-257/45, 9-20=0/541, 10-20=-344/22, 11-19=-55/1753, 11-18=-1702/158, 12-18=-119/2082, 12-17=-2028/258, 14-17=-462/125 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 4x6 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) WARNING: Required bearing size at joint(s) 17, 26 greater than input bearing size. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17 except (jt=lb) 15=609, 26=135. 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 13,2018 Job SARASOTA_A Truss TT3 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) I34316689 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Aug 13 10:58:46 2018 Page 1 84 Components, Franklin, IN - 46131, ID:pIB3CuesZHPx1ySAX4jjZjzzYhI-IkwdL6uNU_uQu?J_BhTbukXORLASljy8W4orPlyoHT7 Scale = 1:99.8 Sheet Front Full Sheathing 1 Ply 1/2" 4x8 ZIP 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 3031 32 33 3435 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 94 93 92 91 90 89 88 87 86 85 84 83 82 81 80 79 78 77 76 75 7473 72 71 70 69 68 67 66 65 64 63 62 6160 59 58 57 56 55 54 53 52 51 95 966x6 4x6 4x6 4x6 6x6 4x6 4x6 6x6 4x6 4x6 57-7-0 57-7-0 -0-10-8 0-10-8 18-11-3 18-11-3 38-7-13 19-8-10 57-7-0 18-11-3 58-5-8 0-10-8 0-6-610-0-00-6-610-0-06.00 12 Plate Offsets (X,Y)-- [5:0-1-6,0-0-0], [6:0-3-0,0-4-4], [6:0-0-0,0-2-12], [45:0-3-0,0-4-4], [45:0-0-0,0-2-12], [46:0-1-6,0-0-0], [74:0-1-4,0-0-0], [74:0-3-0,0-1-4], [75:0-0-0,0-2-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.04 0.02 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.01 (loc) 49 49 49 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 825 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 17-34. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 25-72, 24-73, 23-74, 22-76, 21-77, 20-78, 19-79, 18-80, 16-81, 15-82, 26-71, 27-70, 28-69, 29-68, 31-67, 32-66, 33-65, 35-64, 36-63 REACTIONS.All bearings 57-7-0. (lb) - Max Horz 2=130(LC 16) Max Uplift All uplift 100 lb or less at joint(s) 2, 72, 73, 74, 76, 77, 78, 79, 82, 84, 85, 86, 87, 88, 89, 90, 91, 92, 93, 94, 71, 70, 69, 68, 67, 66, 63, 61, 60, 59, 58, 57, 56, 55, 54, 53, 52, 51 Max Grav All reactions 250 lb or less at joint(s) 2, 72, 73, 74, 76, 77, 78, 79, 80, 81, 82, 84, 85, 86, 87, 88, 89, 90, 91, 92, 93, 94, 71, 70, 69, 68, 67, 66, 65, 64, 63, 61, 60, 59, 58, 57, 56, 55, 54, 53, 52, 51, 49 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) Gable requires continuous bottom chord bearing. 9) Gable studs spaced at 1-4-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) * 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. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 72, 73, 74, 76, 77, 78, 79, 82, 84, 85, 86, 87, 88, 89, 90, 91, 92, 93, 94, 71, 70, 69, 68, 67, 66, 63, 61, 60, 59, 58, 57, 56, 55, 54, 53, 52, 51. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 13,2018 Job SARASOTA_A Truss TT4 Truss Type Piggyback Base Qty 6 Ply 1 Job Reference (optional) I34316690 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Aug 13 10:58:50 2018 Page 1 84 Components, Franklin, IN - 46131, ID:pIB3CuesZHPx1ySAX4jjZjzzYhI-AV97AUxuXDOsNcclQXXX3ais1yKFhMKjRim3YWyoHT3 Scale = 1:100.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 28 27 26 25 24 23 22 21 20 19 18 17 35 36 37 38 39 40 41 42 5x6 6x8 8x8 8x16 MT18HS 4x6 5x9 5x6 10x10 10x16 8x8 4x8 4x4 2x4 4x4 4x4 4x4 4x8 2x4 4x4 10x10 10x10 4x4 5x6 5x6 4x4 2x4 6x8 6-4-14 6-4-14 12-6-5 6-1-6 18-7-11 6-1-6 24-7-6 5-11-10 30-7-0 5-11-10 34-3-14 3-8-14 38-4-5 4-0-6 39-7-8 1-3-3 44-1-12 4-6-4 48-8-0 4-6-4 52-10-12 4-2-12 57-3-8 4-4-12 6-4-14 6-4-14 12-6-5 6-1-6 18-7-11 6-1-6 24-7-6 5-11-10 30-7-0 5-11-10 34-3-14 3-8-14 38-4-5 4-0-6 39-7-8 1-3-3 44-1-12 4-6-4 48-8-0 4-6-4 52-10-12 4-2-12 57-3-8 4-4-12 58-2-0 0-10-8 0-8-210-0-00-6-64-5-610-0-06.00 12 6.00 12 Plate Offsets (X,Y)-- [5:0-5-4,0-3-0], [8:0-2-4,0-4-8], [9:0-11-0,0-3-0], [15:0-0-4,0-0-0], [18:0-5-4,0-4-0], [20:0-6-4,0-7-8], [21:0-4-12,0-6-0], [23:0-8-0,0-4-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.84 0.92 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.62 -1.42 0.72 0.28 (loc) 20 20 15 20 l/defl >999 >484 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 399 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 20-23,18-20: 2x8 SP DSS WEBS 2x4 SPF Stud *Except* 4-25,5-25,5-24,6-24,7-24,7-23,8-22,9-22,8-23: 2x4 SPF No.2 9-21,10-20: 2x4 SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-1-12 max.): 5-9. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-25, 6-24, 7-24, 7-23, 10-21, 9-22, 8-23 REACTIONS.(lb/size) 1=2281/Mechanical, 15=2355/0-3-8 (req. 0-4-1) Max Horz 1=-138(LC 13) Max Uplift 1=-101(LC 12), 15=-119(LC 13) Max Grav 1=2530(LC 31), 15=2604(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4869/673, 2-4=-4408/659, 4-5=-3738/631, 5-6=-3837/646, 6-7=-3837/646, 7-8=-3915/654, 8-9=-4639/711, 9-10=-6081/852, 10-11=-7426/953, 11-12=-6741/904, 12-14=-4771/684, 14-15=-4780/658 BOT CHORD 1-28=-505/4265, 27-28=-505/4265, 25-27=-395/3863, 24-25=-262/3311, 23-24=-315/3921, 22-23=-430/5263, 21-22=-534/6553, 20-21=-566/6784, 19-20=-666/6516, 18-19=-539/4733, 17-18=-512/4194, 15-17=-512/4194 WEBS 2-27=-460/126, 4-27=0/396, 4-25=-1028/193, 5-25=-69/863, 5-24=-130/992, 6-24=-620/140, 7-24=-294/123, 7-23=-414/136, 9-21=-447/4530, 10-21=-3648/390, 10-20=-399/4430, 11-20=-73/1057, 11-19=-1216/139, 12-19=-140/2039, 12-18=-2051/265, 8-22=-71/1895, 9-22=-2918/194, 8-23=-2052/154 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) WARNING: Required bearing size at joint(s) 15 greater than input bearing size. 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=101, 15=119.Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 13,2018 Job SARASOTA_A Truss TT4 Truss Type Piggyback Base Qty 6 Ply 1 Job Reference (optional) I34316690 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Aug 13 10:58:50 2018 Page 2 84 Components, Franklin, IN - 46131, ID:pIB3CuesZHPx1ySAX4jjZjzzYhI-AV97AUxuXDOsNcclQXXX3ais1yKFhMKjRim3YWyoHT3 NOTES- 12) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job SARASOTA_A Truss TT5 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) I34316691 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Aug 13 10:58:57 2018 Page 1 84 Components, Franklin, IN - 46131, ID:pIB3CuesZHPx1ySAX4jjZjzzYhI-Tr4net1HuMHsjhf5KV9Br3UGdnxqpicl2HzxHcyoHSy Scale = 1:100.8 Sheet Back Full Sheathing 1 Ply 1/2" 4x8 ZIP 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 3233 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 91 90 89 88 87 86 85 84 83 82 8180 79 78 77 76 75 74 73 72 71 70 69 6867 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 92 93 4x6 4x6 4x6 4x6 4x6 4x6 4x6 4x6 6x8 6x8 4x6 30-7-0 30-7-0 39-7-8 9-0-8 48-8-0 9-0-8 57-3-8 8-7-8 18-7-11 18-7-11 38-4-5 19-8-10 57-3-8 18-11-3 58-2-0 0-10-8 0-8-210-0-00-6-64-6-410-0-06.00 12 6.00 12 Plate Offsets (X,Y)-- [53:0-4-0,0-2-0], [61:0-1-4,0-0-10], [68:0-3-0,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.05 0.03 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.01 (loc) 47 47 47 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 761 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 16-33. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 60-61. WEBS 1 Row at midpt 24-70, 23-71, 22-72, 21-73, 20-74, 19-75, 18-76, 17-77, 15-78, 14-79, 25-69, 26-67, 27-66 REACTIONS.All bearings 57-3-8. (lb) - Max Horz 1=-135(LC 17) Max Uplift All uplift 100 lb or less at joint(s) 1, 68, 53, 70, 71, 72, 73, 74, 75, 76, 79, 80, 82, 83, 84, 85, 86, 87, 88, 89, 90, 91, 69, 67, 66, 65, 64, 63, 59, 58, 57, 56, 55, 54, 52, 51, 50, 49 Max Grav All reactions 250 lb or less at joint(s) 1, 68, 60, 53, 47, 70, 71, 72, 73, 74, 75, 76, 77, 78, 79, 80, 82, 83, 84, 85, 86, 87, 88, 89, 90, 91, 69, 67, 66, 65, 64, 63, 62, 61, 59, 58, 57, 56, 55, 54, 52, 51, 50, 49 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) Gable requires continuous bottom chord bearing. 9) Gable studs spaced at 1-4-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) * 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. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 68, 53, 70, 71, 72, 73, 74, 75, 76, 79, 80, 82, 83, 84, 85, 86, 87, 88, 89, 90, 91, 69, 67, 66, 65, 64, 63, 59, 58, 57, 56, 55, 54, 52, 51, 50, 49. 13) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 60, 67, 66, 65, 64, 63, 62, 61, 59, 58, 57, 56, 55, 54. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 13,2018 Job SARASOTA_A Truss TV Truss Type Valley Qty 1 Ply 1 Job Reference (optional) I34316692 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Aug 13 10:58:58 2018 Page 1 84 Components, Franklin, IN - 46131, ID:pIB3CuesZHPx1ySAX4jjZjzzYhI-x2e9sD1vfgPjLrDIuCgQNG1OeBEEYAMvHxiUp3yoHSx Scale = 1:46.5 1 2 3 4 5 9 8 7 63x4 4x4 3x4 3x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 17-11-10 17-11-10 17-11-14 0-0-5 8-11-15 8-11-15 17-11-14 8-11-15 0-0-47-5-150-0-410.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.22 0.15 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 57 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 17-11-5. (lb) - Max Horz 1=-139(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-164(LC 10), 6=-164(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=340(LC 20), 9=490(LC 17), 6=490(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-324/214, 4-6=-324/213 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 9=164, 6=164. 16023 Swingley Ridge Rd Chesterfield, MO 63017 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 13,2018 Job SARASOTA_A Truss U Truss Type Common Qty 1 Ply 1 Job Reference (optional) I34316693 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Aug 13 10:58:59 2018 Page 1 84 Components, Franklin, IN - 46131, ID:pIB3CuesZHPx1ySAX4jjZjzzYhI-PECX3Z2XQ_Xay?oUSwCfwUaZGaUIHbs2VbS1MVyoHSw Scale = 1:55.3 1 2 3 4 5 6 7 10 9 8 /\ 4x8 4x4 4x8 4x4 3x6 4x4 1.5x4 4x8 1.5x4 9-9-4 9-9-4 14-0-0 4-2-12 19-6-8 5-6-8 5-0-6 5-0-6 9-9-4 4-8-14 14-6-2 4-8-14 19-6-8 5-0-6 0-10-69-0-20-10-610.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-0-2], [7:0-5-5,0-0-2] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.23 0.54 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.40 0.03 0.03 (loc) 10-13 10-13 1 10-13 l/defl >999 >412 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 74 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 1-6-0, Right 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size) 1=761/0-3-8, 7=731/0-3-8, 8=72/0-3-8 Max Horz 1=-158(LC 6) Max Uplift 1=-50(LC 10), 7=-57(LC 11), 8=REL Max Grav 1=761(LC 1), 7=731(LC 1), 8=130(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-850/159, 3-4=-667/169, 4-5=-664/170, 5-7=-844/161 BOT CHORD 1-10=-107/632, 8-10=-53/588, 7-8=-53/588 WEBS 4-10=-105/475, 3-10=-258/161 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 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) 1, 7. 6) "/\" indicates Released bearing: allow for upward movement at joint(s) 8. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 13,2018 Job SARASOTA_A Truss U1 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) I34316694 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Aug 13 10:59:01 2018 Page 1 84 Components, Franklin, IN - 46131, ID:pIB3CuesZHPx1ySAX4jjZjzzYhI-MdKIUF4nybnICJytZLE7?vfv_OAplVQLzvx8QOyoHSu Scale = 1:56.4 Sheet Front Full Sheathing 1 Ply 1/2" 4x8 ZIP 1 2 3 4 5 6 7 89 15 14 13 12 11 105x9 4x4 3x6 4x4 4x8 5x9 4x4 9-9-4 9-9-4 13-8-8 3-11-4 19-6-8 5-10-0 -0-10-8 0-10-8 5-0-6 5-0-6 9-9-4 4-8-14 14-6-2 4-8-14 19-6-8 5-0-6 20-5-0 0-10-8 0-10-69-0-20-10-610.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-0-2], [8:0-5-9,0-0-2], [16:0-1-7,0-0-12], [19:0-1-7,0-0-12], [22:0-1-7,0-0-12], [33:0-1-7,0-0-12], [36:0-1-7,0-0-12], [38:0-1-7,0-0-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.21 0.54 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.39 0.03 0.03 (loc) 15-44 15-44 2 15-44 l/defl >999 >420 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 217 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 1-6-0, Right 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS.All bearings 5-10-0 except (jt=length) 2=0-3-8, 13=0-3-8, 13=0-3-8. (lb) - Max Horz 2=-172(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 12, 10, 13 Max Grav All reactions 250 lb or less at joint(s) 12, 11, 10, 13, 13 except 2=815(LC 1), 8=800(LC 1), 8=800(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-848/154, 4-5=-666/164, 5-6=-662/166, 6-8=-841/157 BOT CHORD 2-15=-96/637, 13-15=-31/584, 12-13=-31/584, 11-12=-31/584, 10-11=-31/584, 8-10=-31/584 WEBS 5-15=-99/475, 4-15=-254/161 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8, 12, 10, 13, 8. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 13,2018 Job SARASOTA_A Truss UV Truss Type Valley Qty 1 Ply 1 Job Reference (optional) I34316695 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Aug 13 10:59:02 2018 Page 1 84 Components, Franklin, IN - 46131, ID:pIB3CuesZHPx1ySAX4jjZjzzYhI-qpugha4Pivv9pSX372lMY6B5eocFU_wUBZgizqyoHSt Scale = 1:40.2 1 2 3 4 5 8 7 69103x4 4x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 0-0-5 0-0-5 15-7-2 15-6-13 7-9-9 7-9-9 15-7-2 7-9-9 0-0-46-5-150-0-410.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.16 0.14 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 49 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-6-8. (lb) - Max Horz 1=-119(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-140(LC 10), 6=-140(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=337(LC 20), 8=390(LC 17), 6=389(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-276/184, 4-6=-276/183 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 8=140, 6=140. 16023 Swingley Ridge Rd Chesterfield, MO 63017 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 13,2018 Job SARASOTA_A Truss VV Truss Type Valley Qty 1 Ply 1 Job Reference (optional) I34316696 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Aug 13 10:59:03 2018 Page 1 84 Components, Franklin, IN - 46131, ID:pIB3CuesZHPx1ySAX4jjZjzzYhI-I?S2vw51TC10Rc6FhmGb4KkGhCz6DSkeQDQFVGyoHSs Scale = 1:34.4 1 2 3 4 5 8 7 63x4 4x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 0-0-5 0-0-5 13-2-5 13-2-0 6-7-2 6-7-2 13-2-5 6-7-2 0-0-45-5-150-0-410.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.14 0.10 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 40 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-1-11. (lb) - Max Horz 1=-100(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-124(LC 10), 6=-124(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=315(LC 17), 6=314(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=124, 6=124. 16023 Swingley Ridge Rd Chesterfield, MO 63017 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 13,2018 Job SARASOTA_A Truss WV Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) I34316697 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Aug 13 10:59:04 2018 Page 1 84 Components, Franklin, IN - 46131, ID:pIB3CuesZHPx1ySAX4jjZjzzYhI-mC?Q6G6gEW9t3mhRETnqdXHOvbGryvRnft9o1iyoHSr Scale = 1:28.2 1 2 3 4 5 8 7 62x4 3x4 2x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 10-9-8 10-9-8 5-4-12 5-4-12 10-9-8 5-4-12 0-0-44-5-150-0-410.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.36 0.20 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-9-8. (lb) - Max Horz 1=82(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-148(LC 10), 6=-148(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=347(LC 17), 6=347(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-280/190, 4-6=-280/190 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=148, 6=148. 16023 Swingley Ridge Rd Chesterfield, MO 63017 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 13,2018 Job SARASOTA_A Truss XV Truss Type Valley Qty 1 Ply 1 Job Reference (optional) I34316698 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Aug 13 10:59:05 2018 Page 1 84 Components, Franklin, IN - 46131, ID:pIB3CuesZHPx1ySAX4jjZjzzYhI-EOZoKc7I?qHjgwGeoBI3AlpWC?cDhMvxuXvMZ9yoHSq Scale = 1:23.4 1 2 3 42x4 3x4 2x4 1.5x4 0-0-5 0-0-5 8-4-11 8-4-6 4-2-6 4-2-6 8-4-11 4-2-6 0-0-43-5-150-0-410.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.52 0.25 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=178/8-4-2, 3=178/8-4-2, 4=270/8-4-2 Max Horz 1=63(LC 7) Max Uplift 1=-28(LC 11), 3=-36(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 13,2018 Job SARASOTA_A Truss YV Truss Type Valley Qty 1 Ply 1 Job Reference (optional) I34316699 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Aug 13 10:59:05 2018 Page 1 84 Components, Franklin, IN - 46131, ID:pIB3CuesZHPx1ySAX4jjZjzzYhI-EOZoKc7I?qHjgwGeoBI3Alpbg?eGhMKxuXvMZ9yoHSq Scale = 1:17.5 1 2 3 4 2x4 3x4 2x4 1.5x4 0-0-5 0-0-5 5-11-14 5-11-10 2-11-15 2-11-15 5-11-14 2-11-15 0-0-42-5-150-0-410.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.23 0.12 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=123/5-11-5, 3=123/5-11-5, 4=187/5-11-5 Max Horz 1=44(LC 7) Max Uplift 1=-19(LC 11), 3=-25(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 13,2018 Job SARASOTA_A Truss ZV Truss Type Valley Qty 1 Ply 1 Job Reference (optional) I34316700 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Aug 13 10:59:06 2018 Page 1 84 Components, Franklin, IN - 46131, ID:pIB3CuesZHPx1ySAX4jjZjzzYhI-ia7AXy8wm7PaI4rqMuqIiyMn2PzVQpz46Bev6byoHSp Scale = 1:10.3 1 2 3 2x4 2x4 2x4 0-0-5 0-0-5 3-7-2 3-6-13 1-9-9 1-9-9 3-7-2 1-9-9 0-0-41-5-150-0-410.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.07 0.19 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=121/3-6-8, 3=121/3-6-8 Max Horz 1=-24(LC 6) Max Uplift 1=-6(LC 10), 3=-6(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 13,2018 edge of truss.from outside"16/1-0PRODUCT CODE APPROVALSJOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 8 7 6 54321BOTTOM CHORDSTOP CHORDSBEARINGLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal InjuryGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:6-4-8dimensions shown in ft-in-sixteenths (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015WEBSedge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 8 7 6 54321BOTTOM CHORDSTOP CHORDSBEARINGIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System General Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8dimensions shown in ft-in-sixteenthsWEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.