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HomeMy WebLinkAboutTruss Packet mm NJ" Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. A MiTek RE: J33823 - Tanner Residence MiTek USA, Inc. Site Information: 6904 Parke East Blvd. T FL 33610-4115 Customer Info: GHO Homes Project Name: Tanner Residence Model: Tacoma -011terannean Lot/Block: 91 Subdivision: Meadowood Address: Lot 91 Meadowood City: Ft. Pierce State: FL Name A dress and License#of Structural Engineer of Record, If there is one, for the building. Name: ► /Vw -ru-e- License #: S o L/4:�) Address: /l 6 3 y fu> 1v 1.v eil� - City: . State: S� � C'i e- General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 [All HeighII Wind Speed: 160 mph Roof Load: 45.0 psf Floor Load: N/A psf This package includes 80 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# Truss Name I Date No. Seal# Truss Name I Date 1 1 T11598802 1--CJ1 7/14/17 118 1 T11598819 —EJ31 7/14/17 12 I T1 1 598803 1—CJ3 1 7/14/17 119 I T1 1598820 1—EJ56 7/14/17 13 _ I T1 1 598804 1—CJ5 1 7/14/17 120 1 T11598821 1—EJ68 1 7/14/17 14 1 T1 15988051—CJ5A 1 7/14/17 121 I T1 1598822 1—HJ3 1 7/14/17 15 1 T1 1 598806 1—CJ5B 1 7/14/17 122 I T1 1598823 1—HJ7 1 7/14/17 6 1 T11598807 —CJ5C 1 7/14/17 123 1 T1 1598824 1--HJ24 1 7/14/17 17 I T1 1 598808 1 EJ3 1 7/14/17 124 IT11598825 i—HJ56 17/14/17 18 1 T1 1598809 1—EJ7 1 7/14/17 125 1 T1 1598826 1—HJ68 1 7/14/17 19 I T115988101—EJ7A 1 7/14/17 126 �T1 1 598827 1—HJ85 1 7/14/17 10 _f T1 159881 1 1--EJ7B 1 7/14/17 127 1 T1 1598828 1 A01 1 7/14/17 1 Ill I T1 1 59881 2 1—EJ7C 1 7/14/17 128 1 T1 1598829 1 A02G 1 7/14/17 ! 112 1 T1 15988131--EJ16 1 7/14/17 129 1 T1 1598830 1 A03 1 7/14/17 1 113 I T1 1 59881 4 1--EJ16A 1 7/14/17 130 1 T11598831 1 A04 1 7/14/17 ! 114 I T115988151—EJ19 1 7/14/17 131 1 T1 1598832 1 A05 1 7/14/17 15 1 T11598816 EJ21 1 7/14/17 132 1 T1 1598833 1 A06G 1 7/14/17 ! 16 I T11598817 —EJ24 7/14/17 133 1 T11598834 1 A07 1 7/14/17 17 1 T1 1598818 1—EJ24A 1 7/14/17 134 1 T11598835 I A08 1 7/14/17 The truss drawing(s)referenced above have been prepared byA�`�"� MiTek USA, Inc. under my direct supervision based on the parameters ��`% Po`. i N N SF provided by East Coast Truss. �.` 'GE •. Truss Design Engineer's Name: Velez, Joaquin 68182 i My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification f= STATE TATE OF that the engineer named is licensed in the jurisdiction(s)identified and that the o designs comply with ANSI/TPI 1. These designs are based upon parameters p shown(e.g.,loads,supports,dimensions,shapes and design codes),which were �� O R 1.0.•'G� ` given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only,and was not taken into account in the preparation of ��i� ON A\- ♦♦` these designs. MiTek has not independently verified the applicability of the design 11 1 1 1 r 1 1 1`� parameters or the designs for any particular building. Before use,the building designer Jo quin Vel PE No.66162 should verify applicability of design parameters aqd properly incorporate these designs Miiek use-Inc.FL Cert 6634 into the overall building design per ANSI/TPI 1, apter 69 Pa East Blvd.Tampa FL 33610 tZ Dat . July 14,2017 Velez, Joaquin 1 of 2 A V RE: J33823 - Tanner Residence Site Information: Customer Info: GHO Homes Project Name: Tanner Residence Model: Tacoma -Mediterannean Lot/Block: 91 Subdivision: Meadowood Address: Lot 91 Meadowood City: Ft. Pierce State: FL No. Seal# Truss Name Date i No. Seal# Truss Name Date 35 T11598836 A09 7/14/17__ 78 T11598879 1 H01 7/14/17 36 T11598837 J A10 1 7/14/17 179 T1 1598880 1 MV2 1 7/14/17 1 137 T11598838 I A11 1 7/14/17 180 T11598881 1 MV4 1 7/14/17 138 I T11598839 I Al2 1 7/14/17 139 I T11598840 I A13 1 7/14/17 140 I T11598841 1 A14 1 7/14/17 141 1 T11598842 JAI5 1 7/14/17 142 1 T11598843 1 Al 1 7/14/17 143 I T11598844 I A17G 1 7/14/17 1 144 1 T1 1598845 1 All 1 7/14/17 145 I T11598846 I A19 1 7/14/17 146 I T11598847 I A20 1 7/14/17 147 1 T11598848 1 A21 G 1 7/14/17 148 1 T11598849 1 A22 1 7/14/17 149 1 T11598850 1 A23 1 7/14/17 150 1 T11598851 1 A24 1 7/14/17 151 1 T1 1598852 1 A25 1 7/14/17 152 I T11598853 I A26G 1 7/14/17 153 1 T11598854 1 B01 17/14/17 154 I T11598855 I B02 1 7/14/17 155 1 T1 1598856 1 B03 1 7/14/17 156 I T11598857 1 604 1 7/14/17 57 1 T11598858 1 B05G 7/14/17 158 1 T1 15988591 B06G 1 7/14/17 159 1 T1 1598860 1 CO G 1 7/14/17 160 1 T11598861 1 DO G 1 7/14/17 1 161 1 T11598862 1 D02 1 7/14/17 162 1 T11598863 1 D03 1 7/14/17 163 1 T1 1598864 1 D04 1 7/14/17 64 1 T11598865 1 D05 7/14/17 165 1 T11598866 1 DO6 1 7/14/17 1 166 1 T11598867 1 D07G 1 7/14/17 167 1 T11598868 1 E01 G 1 7/14/17 168 1 T1 1598869 1 E02 1 7/14/17 I 169 1 T11598870 1 E03 1 7/14/17 170 1 T11598871 1 E04 1 7/14/17 ' 171 I T1 1 598872 1 F01 1 7/14/17 172 I T11598873 I F02 1 7/14/17 173 I T11598874 I F03 1 7/14/17 174 I T11598875 I F04 1 7/14/17 1 175 I T11598876 I F05 1 7/14/17 176 I T11598877 I F06 1 7/14/17 177 I T11598878 I F07G 1 7/14/17 2of2 v RE: J33823 - Tanner Residence Site Information: Customer Info: GHO Homes Project Name: Tanner Residence Model: Tacoma -Mediterannean Lot/Block: 91 Subdivision: Meadowood Address: Lot 91 Meadowood City: Ft. Pierce State: FL No. I Seal# JTruss Name Date ]No. I Seal# Truss Name Date 35 IT11598836 IA09 7/14/17 178 1 T11598879 JH01 17/14/17 136 IT11598837 I A10 17/14/17 179 I T11598880 I MV2 17/14/17 I 3 IT11598838 I A11 17/14/17 180 I T11598881 I MV4 17/14/17 I I38 I T11598839 I Al2 17/14/17 I39 I T11598840 I A13 17/14/17 I 140 I T11598841 I A14 17/14/17 I 41 IT11598842 I A15 17/14/17 I 142 IT11598843 I A16 17/14/17 I 143 IT11598844 I A17G 17/14/17 I 144 IT11598845 I A18 17/14/17 I 145 IT11598846 I A19 17/14/17 I 146 IT11598847 I A20 17/14/17 I 147 IT11598848IA21G 17/14/17 I 148 IT11598849 I A22 17/14/17 I 149 IT11598850 I A23 17/14/17 I 150 IT11598851 I A24 17/14/17 I 151 IT11598852 I A25 17/14/17 I 152 IT11598853 I A26G 17/14/17 I 153 IT11598854 I B01 17/14/17 I 154 IT11598855 I B02 17/14/17 I 155 IT11598856 I B03 17/14/17 I 156 IT11598857 I B04 17/14/17 I I57 IT11598858 I B05G 17/14/17 I I58 IT11598859 I B06G 17/14/17 I I59 IT11598860 I C01G 17/14/17 I 10 IT11598861 I D01G 17/14/17 I 161 IT11598862 I D02 17/14/17 I 162 IT11598863 I D03 17/14/17 I 163 IT11598864 I D04 17/14/17 I 164 IT11598865 I D05 17/14/17 I 165 IT11598866 I D06 17/14/17 I 166 IT11598867 I D07G 17/14/17 I 167 IT11598868 I E01G 17/14/17 I 168 IT11598869 I E02 17/14/17 I 169 IT11598870 I E03 17/14/17 I 10 IT11598871 I E04 17/14/17 I 171 IT11598872 I F01 17/14/17 I 172 IT11598873 I F02 17/14/17 I 173 IT11598874 I F03 17/14/17 I 174 IT11598875 I F04 17/14/17 I t 175 IT11598876 I F05 17/14/17 I 176 IT11598877 I F06 17/14/17 I 177 IT11598878 I F07G 17/14/17 I 2 of 2 Job Truss Truss Type City Ply Tanner Residence T11598802 J33823 -CJ1 Jack-Open 14 1 Job Reference(optional) Ewst Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:03:08 2017 Page 1 ID:YPzWChtsRb ci4Mj?fNNgjzFube-BsCmWwr726P8DWMg581hAlOEJeLOBTuCeeDnP8yyBzX -2-M 1-M 2-0-0 v Scale=1:9.5 3 WIND DESIGN USING MWFRS ONLY, PER FOR REQUEST.TYPICAL IN THIS JOB. 6.00 12 1x4 II 2 m d Q° 5 1x4 Q° N fl 1 3.3 = d 0-9-15 0-9-15 Plate Offsets(X.Y)- r1:0-2-4.0-0.81.r2:0-0-8,0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.00 9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.12 Vert(TL) 0.00 9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:11 lb FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 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 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=-25/Mechanical,2=349/0-8-0,5=91/Mechanical Max Horz 2=116(LC 8) Max Uplift 3=-25(LC 1),2=348(LC 8),5=91(LC 1) Max Grav 3=43(LC 8),2=349(LC 1),5=134(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuIt=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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)3,5 except(jt=lb) 2=348. Iii Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not '- a truss system.Before use,the building designer must verify the applicability of design parameters and 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 ANSVr1pI1 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 Tanner Residence T11598803 J33823 -CJ3 Jack-Open 12 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:03:09 2017 Page 1 • ID:YPzWChtsRb_ci4Mj?fNNgjzFubc-f2m8jGslpQX_rgxserYwjzwP32haww8LtlzKxayyBzW 2-0-0 3-0-0 2-0-0 3-0-0 Scale=1:14.6 3 171 6.00 12 d m 1x4 II 2 14 t d 1x4 II Q d 4 6• e• _ 1 3x3 0 i 3-0-0 Plate Offsets(X,Y)- f1:0-2-4,0-0-81.I2:0-1-0 0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.01 4-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.13 Vert(TL) -0.01 4-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 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 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 3=64/Mechanical,2=328/0-M,4=17/Mechanical Max Horz 2=170(LC 8) Max Uplift 3=31(LC 5),2=227(LC 8) Max Grav 3=73(LC 13),2=328(LC 1),4=45(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuR=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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)3 except(#=1b) 2=227. • WARNING•Verity design parameters and READ NOTES ON iHS AND INCLUDED MITEK REFERENCE PAGE 011111-7473 rev.10109/201 S 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 stabitity 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 J• L Truss Truss Type Qty Ply Tanner Residence T11598604 J33823 —CJ5 Jack-Open 9 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:03:09 2017 Page 1 I D:YPzWChtsRb_ci4Mj7fNNgjzFubc-f2m8jGslpQX_rgxserYwjzwPO2cMww8LtlzKxayyBzW 2-0-0 5-M r 2-" 5-0-0 Scale=1:19.5 r 3 6.00 12 0 N 1x4 II 2 m �I 1 x4 I I d' 4 h � N 1 Y O 3x3= 5-0-0 5-M Plate Offsets(X,Y)— r1:0-2-4.0-0-81.f2:0.1-4.0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.02 4-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.07 4-10 >812 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014rrPI2007 Matrix-AS Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=138/Mechanical,2=397/0-8-0,4=54/Mechanical Max Horz 2=226(LC 8) Max Uplift 3=-86(LC 8),2=219(LC 8) Max Gray 3=152(LC 13),2=397(LC 1),4=88(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vuft=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. Il;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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)3 except(jl=lb) 2=219. 7)This truss design requires that a minimum of 7116"structural wood sheathing be applied directly to the top chord and'A"gypsum sheetrock be applied directly to the bottom chord. i AWARNING-Verify design parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE MII-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/TPIt 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 J T—CJ5A Truss Type Qty Ply Tanner ResidenceT11598805 J33823 JACK-OPEN 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:03:10 2017 Page 1 I D:YPzWChtsRb_ci4Mj?fNNgjzFubc-7EKXwctOakfrTgW3CY39FATXtSxtfNOV5yitT1 yyBzV -2-0-0 1-11-14 5-0-0 2-M 1-11-14 3-0-2 Scale=1:19.5 � 4 6.00 12 d lV 5x6= 5 0 1x4 II 2LLJ d M d 1 x4 I I 6 7 6 1x II B `� 2x3 II 1 3x4 = r 1-11-14 2-11-14 5-0-0 1-11-14� 1-0 0 2-0-2 Plate Offsets(X.Y)— f1:0-2-4.0-0-81.[3:0-1-7.0-1-131 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in floc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.06 6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.51 Vert(TL) -0.16 6 >370 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.05 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:26 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 4=129/Mechanical,2=408/0-8-0,5=74/Mechanical Max Horz 2=226(LC 8) Max Uplift 4=-69(LC 8),2=216(LC 8),5=-6(LC 5) Max Grav 4=141(LC 13),2=408(LC 1),5=97(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuR=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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)4,5 except(jt=lb) 2=216. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'A"gypsum sheetrock be applied directly to the bottom chord. r ,A WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10A1312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ��• a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTe k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSlfTPII 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 J Truss Truss Type Qty Ply Tanner Residence T11598806 J33823 -CJ5B Jack-Open 1 1 Job Reference o 6onal East Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:03:11 2017 Page 1 I D:YPzWChtsRb_ci4Mj?fNNgjzFubc-bRuv8yuOL 1 ni4z5FmGaOo00idsH60geeKcSR?TyyBzU -2-0-0 1-11-13 5-0-0 r 2-0-0 1-11-13 3-0-3 Scale=1:19.5 4 d 6.00 12 5x6= 5 0 1x4 II 2Li d 0 0 1 x4 I I fi 7 6 2x3 II 1 � 3x4 = 1-11-13 2-11-13 5-0-0 1-11-13 1_0 Plate Offsets(X.Y)- 11:0-2-4,0-0-81 f3:0-1-7 0-1-131 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.06 6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.51 Vert(TL) -0.16 6 >370 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.05 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:26 lb FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=129/Mechanical,2=408/0-8-0,5=74/Mechanical Max Horz 2=226(LC 8) Max Uplift 4=-69(LC 8),2=216(LC 8),5=-6(LC 5) Max Grav 4=141(LC 13),2=408(LC 1),5=97(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuK=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. If;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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)4,5 except Ot=lb) 2=216. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%:"gypsum sheetrock be applied directly to the bottom chord. WARNING-Verity design parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.f0/O3/2015 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 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 bradng of trusses and truss systems,see ANSVTPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Btvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 r J Truss Truss Type Qty Ply Tanner Residence T11598807 J33823 —CJ5C Jack-Open 1 1 job Reference o lional Vst Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:03:11 2017 Page 1 I D:YPzWChlsRb—ci4Mj?tNNgjzFubc-bRuv8yuOL 1 ni4z5FmGaOoOOluslJOgeeKcSR?TyyBzU -2-" 5-2-0 2-0-0 5-2-0 Scale=1:19.9 6.00 12 r N tx4 II 2 c' �n �f 1x4 II d d g 1 � 4 d 3x3= tx4 II 5-2-0 5-2-0 Plate Offsets(X.Y)- f1:0-2-4,0-0-81,12:0-1-4.0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.03 4-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.43 Vert(TL) -0.08 4-10 >726 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight 24 lb FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=144/Mechanical,2=404/0-8-0,4=56/Mechanical Max Horz 2=230(LC 8) Max Uplift 3=-91(LC 8),2=219(LC 8) Max Grav 3=158(LC 13),2=404(LC 1),4=91(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vuh=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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)3 except 0=1b) 2=219. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/:'gypsum sheetrock be applied directly to the bottom chord. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111.7473 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 ANSUTPIt Quality Criteria,OSB-89 and BCSI Building Component 6904 Parke East Shod.Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314, Tampa,FL 36610 A a Truss Truss Type Qty Ply Tanner Residence T11598808 JM823 -EJ3 Jack-Open 4 1 Job Reference o tional Fast Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:03:15 2017 Page 1 I D:YPzWChtsRb_ci4Mj?fNNgjzFube-UC7Q_JxW PG H8ZbPO?6fKyEARYTj W KedEFEQe8EyyBzQ -2-0-0 3-6-0 r 2-0-0 3-6-0 Scale=1:15.8 3 6.00 12 M n N N 1x4 II 2 0 1x4 II 4 1. N 1 !1 O 2x4 = 3-6-0 Plate Offsets(X,Y)- f1:0-2-4,0-0-81,f2:0-3-0,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.01 4-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.16 Vert(TL) -0.01 4-10 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 We n/a BCDL 10.0 Code FBC2014frP12007 Matrix-MP Weight:18 lb FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-6-0 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 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=83/Mechanical,2=34310-8-0,4=28/Mechanical Max Horz 2=184(LC 8) Max Uplift 3=46(LC 8),2=222(LC 8) Max Grav 3=93(LC 13),2=343(LC 1),4=57(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vuft=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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)3 except(jt=lb) 2=222. 0 WARNING-verify design parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.IM312015 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 e 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 ANS1rrP11 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 r • Truss Truss Type Qty Ply Tanner Residence T11598809 J33823 -EJ7 Jack-Open 1 1 job Reference o tional Feast Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:03:18 2017 Page 1 ID:YPzWChtsRb_ci4Mj?fNNgjzFubo-unpYcLzPhBfjQ27bgEC1 asorPgi4XzkgxBeJlZyyBzN -2-0-0 2-7-0 4-11-0 7-0-0 2-0-0 2-7-0 2-4-0 2-1-0 Scale:1R"=l' S 2x3 I I 4 6.00 12 1x4 3 3x6 - q d A 1x4 It 2 1x4 II t Q N 9 8 1 3x4 = d 3x3 = 4-11-0 5-11-0 7-0-0 4-11-0 1-0-0 1-1-0 Plate Offsets(X,Y)- 11:0-2-4.0-0-81 f2:0-0-12 Edael LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.24 8 >344 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.36 Vert(TL) -0.45 8 >187 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(TL) 0.15 6 n/a n/a BCDL 10.0 Code FBC2014rFP12007 Matrix-AS Weight:38 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=287/Mechanical,2=484/0-8-0,6=22/Mechanical Max Horz 2=281(LC 8) Max Uplift 5=-134(LC 8),2=225(LC 8) Max Grav 5=309(LC 13),2=484(LC 1),6=43(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-485/31 BOT CHORD 2-9=153/466,7-9=-55/317,4-7=48/357 WEBS 3-9=537/174 NOTES- 1)Wind:ASCE 7-10;Vu@=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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(jt=lb) 5=134,2=225. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and' "gypsum sheetrock be applied directly to the bottom chord. WARNING-Verify design arameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1- 9 P MI dual rev.building component, 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 property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual buss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPN Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Jdlbr• Truss Truss Type Qty Ply Tanner Residence T17598810 J33823 -EJ7A Jack-Open 2 1 Job Reference o tional Fast Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:03:18 2017 Page 1 ID:YPzWChtsRb_a4Mj7fNN1jzFubo-unpYcLzPhBfjQ27bgEClasoyogli _MgxBeJlZyyBzN -2-M 1-7-0 7.0-0 2-0-0 1-7-0 5-5-0 Scale:1R"=t' e 4 6.00 12 d N txa II tx4 II 3 1x4 II 1x4 II 2�4n 1-0-0 d 1x4 II ff2X41— N 3x4= 1 O —1-7-0 2-7-0 7-0-0 1-7-0 1-0-0 4-5-0 Plate Offsets(X.Y)- f1:0-2-4,0-0-81.f2:04-0.0-0-21.f3:0-0-12.0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.12 5-14 >683 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.29 5-14 >281 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.11 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:31 lb FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3"Except* BOT CHORD Rigid ceiling directly applied. 3-5:2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=183/Mechanical,2=50110-8-0,5=97/Mechanical Max Horz 2=284(LC 8) Max Uplift 4=-108(LC 8),2=-243(LC 8),5=-11(LC 8) Max Grav 4=199(LC 13),2=501(LC 1),5=119(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vuft=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb) 4=108,2=243. 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and•%"gypsum sheetrock be applied directly to the bottom chord. A 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 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 ANSVTPI1 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 f Job [-EJ7B russ TrusType Qty PlyTannerResidenceT11598811 33823 �Jck-cpen 1 1 b Reference(optional) East Coast Truss,Ft.Pierce,FL 34946 8.110 s Jul 12017 MiTek Industries,Inc. Fri Jul 14 11:53:43 2017 Page 1 • ID:YPzWChtsRb_ci4Mj?fNNgjzFubc-BIPITfdHWLjTMSbsKBylgxh6uFItHGSpMPzMm3yyALs -2-" 1-10-15 7-M _ 2-0-0 1-10-15 5-1-1 Scale:12"=1' 4 6.00 F12 " 0 fV lh O 4x6 II 13 M 3 1x4 II 2 14 d d 1x4 II g 2x3 II 1 4x4= 3x3= d 1-10-15 2-10-15 7-" 1-10-15 1_0 4-1-1 Plate Offsets(X.Y)— f1:0-2-4,0-0-81,f2:0-0-1.Edoe1 f3:0-0.12.Edae1.18:0-3-9.0-0-81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.12 5-14 >683 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.29 5-14 >281 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.11 5 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-AS Weight:32 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied. 3-5:2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer REACTIONS. (Ib/size) 4=183/Mechanical,2=501/0-8-0,5=97/Mechanical Installation guide. Max Horz 2=284(LC 8) Max Uplift 4=-108(LC 8),2=243(LC 8),5=-11(LC 8) Max Grav 4=199(LC 13),2=501(LC 1),5=119(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 313=-406/51 BOT CHORD 12-14=418/437 WEBS 12-13=303/30,3-14=-94/334 NOTES- 1)Wind:ASCE 7-10;Vuft=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 108 lb uplift at joint 4,243 lb uplift at joint 2 and 11 lb uplift at joint 5. 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2. 8)This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and h"gypsum sheetrock be applied directly to the bottom chord. Q WARNING-Verily design parameters and READ NOTES ON 7FN5 AND INCLUDED MITEK REFERENCE PAGE M11-7173 rev.1OM3/2015 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 WOW 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 r A a Truss Truss Type Qty Ply Tanner Residence T11598812 J33823 —EJ7C Jack-Open 1 1 Job Reference o tional Vst Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:03:20 2017 Page 1 I D:YPzWChtsRb_ci4Mj?fNNgjzFubc-g9xJ 11?fDowRfMH_nfFVfHuK_UIE?uszPV7PgSyyBzL -2-0-0 4-0-15 7-M r 2-0-0 4-0-15 2-11-1 Scale:1/2"=1' 4 4x4 I I 6.Ip 12 d 3 A 1x4 II 1x4 II 2 �AlxI3 M18SHS = O d M .'I d 1x4 II R �. 7 1 2x4 II 0 2x4 = 4-0-15 5-0-15 7-M 4-0-15 1-0-0 1-11-1 Plate Offsets(X,Y)- f1:0-2-4,0-0-81,f2:0-3-4,Edoe1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.13 7 >628 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.27 7 >312 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.06 5 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix-AS Weight:34 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied. 5-6:2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=171/Mechanical,2=486/0-8-0,5=135/Mechanical Max Horz 2=281(LC 8) Max Uplift 4=-95(LC 8),2=224(1-C 8),5=33(LC 8) Max Grav 4=184(LC 13),2=486(LC 1),5=149(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=379/0 BOT CHORD 2-8=92/306 NOTES- 1)Wind:ASCE 7-10;VuR=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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)4,5 except(jt=lb) 2=224. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and I/V gypsum sheetrock be applied directly to the bottom chord. WARNING-Verify design parameters and READ NOTES ON TINS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 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 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 WOW 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 ANSVTPII 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 A r' Truss Truss Type Qty Ply Tanner Residence T11598813 J33823 —EJ16 Jack-Open 2 1 Job Reference o tional fast Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:03:12 2017 Page 1 I D:YPzWChtsRb_ci4Mj?fNNgjzFubc-3dSHLl ue6LvZj7gRKz5dLbYwJFhd7 HtoZGB_YvyyBzT -2-0-0 1-" 2-0-0 1-6-0 Scale=1:10.8 3 6,00 12 1x4 II 2 3x3= 1x4 II 4 N 1 d PROVIDE ANCHORAGE,DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX.UPLIFT AND MAX HORZ.REACTIONS SPECIFIED BELOW. i 1.6.0 i Plate Offsets(X.Y)- 11:0-2-4.0-0-81.12:0.0-8.Edael LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.55 Vert(LL) -0.00 10 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.23 Vert(TL) -0.00 10 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-MP Weight:12 lb FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-6-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=278/Mechanical,4=0/Mechanical Max Horz 3=593(LC 1),4=711(LC 8) Max Uplift 3=246(1_C 8) Max Grav 3=278(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=637/652 BOT CHORD 2-4=593/711 NOTES- 1)Wind:ASCE 7-10;VuK=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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(jt=lb) 3=246. WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.1OM3/2015 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,we ANSVTPII 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 rJ33 • Truss Truss Type Oty Ply Tanner ResidenceT71598814 823 —EJ16A Jack-Open 1 1 Job Reference o tional Eipst Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:03:13 2017 Page 1 I D:YPzWChtsRb_ci4Mj?fNNgjzFubc-Yp?fLevGtfl OKHFethdstp5BAf3Osk7xowxY4MyyBzS 1-0-0 Scale=1:8.3 2 6.00 12 1 d d d 3 2x3= 1-0-0 1-0-0 LOADING (psf) SPACING- 1-11-4 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) -0.00 6 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.07 Vert(TL) -0.00 3 n/r 120 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:5 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-6-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 2=130/Mechanical,3=0/Mechanical Max Horz 2=123(LC 1),3=123(LC 1) Max Uplift 2=-103(LC 8) Max Grav 2=130(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES. 1)Wind:ASCE 7-10;Vuft=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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(jt=lb) 2=103. WARNING-Verify design panmefers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ��• a truss system.Before use,the 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 ANSUTP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Insidute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 J Truss Truss Type Qly Ply Tanner Residence T11598815 J33823 -EJ19 Jack-Open 2 1 Job Reference o tional Fast Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:03:13 2017 Page 1 ID:YPzWChtsRb_ci4Mj?fNNgjzFubc,Yp?fLevGffl QKHFethdstp5A5f3ssk7xowxY4MyyBzS 1-9-8 1-9-8 Scale=1:9.1 2 6.00 12 v 1 0 0 3 2x4 = 1-9-8 1-9-8 LOADING (psi) SPACING- 1-11-4 CS1. DEFL. in floc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.00 6 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.10 Vert(TL) -0.01 3 n/r 120 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:6 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-9-8 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 2=155/Mechanical,3=0/Mechanical Max Horz 2=149(LC 1),3=149(1_C 1) Max Uplift 2=-124(LC 8) Max Grav 2=155(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vuk=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3)This truss has been designed for a 10.0 psf bottom Chord live bad 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(jt=lb) 2=124. WARNING-Verify design parameters and READ NOTES ON TENS 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 ANSI/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 Tanner Residence T11598816 J33823 -EJ21 Jack-Open 2 1 Job Reference(optional) E#st Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:03:14 2017 Page 1 ID:YPzWChtsRb_ci4Mj?fNNgjzFubc-O?Z1 m_wuey9HxRggRO85QOeGt3OcbBN40ag5coyyBzR 2-3-15 2-3-15 Scale:1"=1' 3 5.54 FIT tx4 II 2 4 1x4 II N 1 d x3= d 2-3-15 2-3.15 Plate Offsets tX,Y)- [1:0-2-4,0-1 r2:0-0.7.Edoet LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.01 4-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.14 Vert(TL) 0.00 10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix-MP Weight:14 lb FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-3-15 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 Gc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=36/Mechanical,2=31210-8-8,4=1/Mechanical Max Horz 2=139(LC 8) Max Uplift 3-191 5),2=239(LC 8) Max Grav 3=42(LC 13),2=312(LC 1),4=34(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=24f;eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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)3 except(jt=lb) 2=239. QWARNING-Verify design Parameters and READ NOTES ON TI*S AND INCLUDED MITEK REFERENCE PAGE 11,1I1.7473 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 ANSIfTPI1 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 Jbb r Truss Truss Type Qty Ply Tanner Residence T11598817 J33823 -EJ24 Jack-Open 2 1 Job Reference o tional Pst Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:03:14 2017 Page 1 ID:YPzWChtsRb_ci4Mj?fNNgjzFubao?Z1 m_wuey9HxRggRO85QOeNj3PzbBN40ag5coyyBzR 2-4-0 2-0-0 Scale=1,10A 2 6.00 12 cn m 1 Q° 3 2)G= 2-0-0 211 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.11 Vert(TL) -O.00 3-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix-MP Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-4-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (Ib/size) 1=102/0-8-0,2=67/Mechanical,3=36/Mechanical Installation guide. Max Horz 1=63(LC 8) Max Uplift 1=19(LC 8),2=45(LC 8),3=8(1_13 8) Max Grav 1=102(LC 1),2=72(LC 13),3=44(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vuk=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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)1,2,3. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10103/2015 BEFORE USE. aaaaaa 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 ml 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 property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,we ANSVTPIt duality Criteria,DSB-69 and BCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street Suite 312,Alexandria,VA 22314. Blvd. Tampa,6904 Parke East East J06 Truss Truss Type Qty Ply Tanner Residence T11598818 J33823 —EJ24A Jack-Open 1 1 ob Reference o Gonal EOst Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:03:15 2017 Page 1 I D:YPzWChtsRb_ci4Mj?fNNgjzFubc-UC7Q_JxWPGH8ZbPO?6fKyEAX8TkgKedEFEQe8EyyBzQ 2-4-0 2-4 0 1 2x3 11 Scale=1:10.4 2 5 Sx5 = 3 4 3x4 = 2-0-0 2-0-0 Plate Offsets(X,Y)- f2:0-1-0.0-2-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) -0.00 3-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.08 Vert(TL) -0.00 3-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-4-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 3=21/Mechanical,2=72/Mechanical,4=93/0-8-0 Max Uplift 2=-56(LC 4),4=-43(LC 4) Max Grav 3=42(LC 3),2=72(LC 1),4=93(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vuk=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4)This truss has been designed for a 10.0 psf bottom chord live Iliad 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)2,4. 8)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-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/TPIt Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke Fast 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 Tanner Residence T11598819 J33823 —EJ31 JACK-OPEN 2 1 ob Reference o tional Fast Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:03:16 2017 Page 1 I D:YPz WChtsRb_ci4Mj?fNNgjzFubc-yOhoBfx9Aa P?BI_DZpAZVRjclt4H35tN Ut9ChhyyBz P -2-M 3-1-1 2-M 3-1-1 _ Scale=1:14.8 3 6.00 12 d tx4 II 2 0 1x4 II 6• � 4 1 3x3 = d 3-1-1 3-1-1 Plate Offsets(X Y)- f1:0-2-4 0-0-81 f2:0-0-12 Edael LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.01 4-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.12 Vert(TL) -0.01 4-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014rTP12007 Matrix-MP Weight:17 lb FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-1-1 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 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=67/Mechanical,2=330/0-8-0,4=19/Mechanical Max Horz 2=172(LC 8) Max Uplift 3=-33(LC 8),2=226(1_13 8) Max Grav 3=76(LC 13),2=330(LC 1),4=48(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vuft=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip COL=1.60 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live bads. 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)3 except(jt=lb) 2=226. AWARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-T4T3 rev.10100312015 BEFORE USE. waaaa 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/TPIt Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Sure 312,Alexandria,VA 22314. Tampa,FL 36610 r 1 Job • Truss Truss Type Qry Ply Tanner Residence T11598825 J33823 —HJ56 Diagonal Hip Girder 3 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:03:22 2017 Page 2 I D:YPz WChtsRb_ci4Mj?tN NgjzFubo-nY23SjO,AQABvgRMv4HzkizhjH5mTmpGspcWuKyyBzJ LOAD CASE(S) Standard Concentrated Loads(lb) Vert:9=6(F=3,B=3)14=-137(F=-69,B=-69)15=-27(1`=13,B=-13)16=-64(F=-32,B=-32) r Q WARNING-Verify design parameters and READ NOTES ON TINS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1"312015 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,notes 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 ANSIITPI1 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 Jobr• Truss Truss Type Oily Ply Tanner Residence T11598826 J33823 -HJ68 Diagonal Hip Girder 1 1 Job Reference o tional ,East Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:03:23 2017 Page 1 ID:YPzWChtsRb_ci4Mj?fNNgjzFubc-FkcRf31 YVY11?WpOZTnoCHWVrFhP5CBsP5TM3RnyyBzl -2-9-15 4-10-12 9-0-0 2-9-15 4-10-12 4-5-10 Scale=1:26.9 2x4 II 5 6 16 4.24 12 3x4 4 15 1x4 II 2 3I d 2x4 = 0 17 rn 18 9 19 8 1 0 d 1x4 II 7 3x6 = 3x4 = -0L1-1 4-10-12 9-4-6 0-fly 1 4-10-12 4-5-10 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 0.38 Vert(LL) 0.03 9-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.37 Vert(TL) -0.05 8-9 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.30 Horz(TL) 0.01 8 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix-MS Weight:51 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=677/0-10-15,8=514/Mechanical,10=0/Mechanical Max Horz 3=159(LC 14),10=-147(LC 13) Max Uplift 3=-290(LC 8),8=226(LC 8) Max Grav 3=677(LC 1),8=540(LC 25) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-4=833/200 BOT CHORD 3-9=312/745,8-9=-312/745 WEBS 4-8=771/324 NOTES- 1)Wind:ASCE 7-10;Vuft=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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)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 011=11b) 3=290,8=226. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)106 lb down and 56 lb up at 4-1-14,106 lb down and 56 lb up at 4-1-14,and 160 lb down and 130 lb up at 6-11-13,and 165 Ib down and 136 lb up at 7-2-10 on top chord,and 13 lb down and 28 lb up at 1-3-15,13 lb down and 28 lb up at 1-3-15,41 lb down and 3 lb up at 4-1-14,41 Ib down • and 3 lb up at 4-1-14,and 50 lb down at 6-11-13,and 51 lb down at 7-2-10 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard • 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=70,5-6=-30,7-12=20 Q WARNING-Verify design parameters and READ NOTES ON INS AND INCLUDED MITEK REFERENCE PAGE MII-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 propedy 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 ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Oty Ply Tanner Residence T11598827 J33823 —HJ85 DIAGONAL HIP GIRDER 1 1 Job Reference o tional Last Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:03:25 2017 Page 1 I D:YPzWChtsRb_ci4Mj?fNNgjzFubc-B7 kC4k2o2LYjm7Axa CggMLbAW54g6biYnrAVfyyBzG 2-9-15 4-5-2 B-5-1 2-9-15 4-5-2 3-11-15 Scale=1:25.7 2x4 II 5 6 15 4.24 12 3x4 4 1x4 II 2 3 I I 6 2x4 = 0 16 rn 9 17 1 d tx4 II 8 7 3x4 = 3x4 = -0-1 1 4-5-2 8-4-8 8- 1 0--1 4-5-2 3-11-6 0-6-9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.03 9-14 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.33 Vert(TL) -0.04 8-9 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(TL) 0.01 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:47 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-4-14 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=62210-10-15,8=485/0-10-15,10=0/Mechanical Max Horz 3=175(LC 14),10=169(LC 13) Max Uplift 3=-394(LC 8),8=-366(LC 8) Max Grav 3=622(LC 1),8=526(LC 25) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-4=721/395 BOT CHORD 3-9=484/647,8-9=-484/647 WEBS 4-8=705/527 NOTES- 1)Wind:ASCE 7-10;VuH=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 Ot=lb) 3=394,8=366. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)106 lb down and 56 lb up at 4-1-14,106 lb down and 56 lb up at 4-1-14,and 159 lb down and 129 lb up at 6-11-13,and 159 lb down and 129 lb up at 6-11-13 on top chord,and 62 lb down and 27 lb up at 1-3-15,62 lb down and 27 lb up at 1-3-15,97 lb down and 3 lb up at 4-1-14,97 lb down and 3 lb up at 4-1-14,and 102 lb down at 6-11-13,and 102 lb down at 6-11-13 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=70,5-6=-30,7-12=-20 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.1 010 312 0 1 5 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 ANSIITPII 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 a I Truss Truss Type Qty Ply Tanner Residence T11598833 J33823 A06G Roof Special Girder 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:03:33 2017 Page 1 ID:4n WsOOi?xWdQ3AibDR25Urym_dS-yfDDIT9p9oYbjMnU2u_YhlwVWjifYZGt01 nbnByyBz8 24-2-10 3-2-10 8 0.0 12-7-10 17-3�t 22-0.10 3-3-10 28-0-0 32-7-10 34d-1 3-2-10 4-9b 47-10 4-7-10 419E 1-3-0 11 3-9-6 4-7-10 15-0 • Scale:3/16"=1' 6.00 12 48_ 1x4 II 3x8 = 3x4= 3x4 = 2 3 4x4 = 26 4 5 27 6 28 7 4x4 = 3x4 = 2x4 II 46 = 5x5! 8 9 10 11 1 S > rn IN c� cS US v 3x6 I I 7x8 = J C� 16 15 14 25 M 31 23 22 21 20 19 18 5x10= 2x4 11 3x10M18SHS II 7x6= 4x8= 4x4 = axe = 1x4 II HUS26 HUS26 1x4 II 6x8 = 34-4-10 01►6 3-2-101z-T-10 17-3-4 z2-0-10 233-10, z8-0.0 3z-7-10 33-7-10 wE 324 asE a7-10 a7-10 a9E 1-30 aes a7-10 -0-0 0-9-0 Plate Offsets(X.Y)- f2:0-5-8.0-2-01.f13:0-2-0,0-3-41.f17:D-2-8.0-2-41 f24:D-3-0.0-4-81 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.18 17 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.39 16-17 >999 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.95 Horz(TL) 0.06 12 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:277 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-15 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 22-25,18-22:2x6 SP No.2,10-15:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-8-15 oc bracing. Except: WEBS 2x4 SP No.3 10-0-0 oc bracing:13-15 WEBS 1 Row at midpt 1-25 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 12=1694/0-8-0,25=2866/0-10-9 Max Horz 25=53(LC 6) Max Uplift 12=592(1_C 8).25=1169(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=1535/653,2-3=2066/862,3-4=-2066/862,4-6=-2515/980,6-7=-2626/1 00 1. 7-8=2963/1094,8-9=-2145/761,9-1 0=-1568/558,10-11=1540/544,11-12=-1614/574, 1-25=2642/1086 BOT CHORD 23-24=553/1317,21-23=915/2444,20-21=-915/2444,1 6-17=-1068/2946 WEBS 2-24=-976/687,2-23=561/1272,3-23=-356/194,4-23=-784/395,4-20=-236/314, 6-20=-502/286,7-17=-353/1063,8-17=-665/266,8-16=-1187/456.13-16=-841/2369, 9-13=-622/219,1-24=-909/2285,17-20=-918/2490,6-17=136/265,11-13=-764/2162 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuft=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=34ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water pond ing. 4)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fd between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 12=592,25=1169. 9)Use Simpson Strong-Tie HUS26(14-10d Girder,4-10d Truss,Single Ply Girder)or equivalent spaced at 1-10-0 oc max.starting at 2-1-6 from the left end to 3-11-6 to connect truss(es)to front face of bottom chord. 10)Fill all nail holes where hanger is in contact with lumber. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard Q WARNING-Verify design parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not • a truss system.Before use,the building designer must verity 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 ANSVTPI7 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 • r Joe I Truss Truss Type Qty Ply Tanner Residence T11598833 J33823 JA06G Roof Special Girder 1 1 Job Reference o 8onal fpst Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:03:33 2017 Page 2 ID:4nWsQ0i?xWdQ3AibDR25Urym_dS-yfDDIT9p9oYbjMnU2u_Yh1 wvvojifYZGt01 nbnByyBz8 LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 ' Uniform Loads(plf) Vert:1-2=70,2-7=-70,7-8=-70,8-11=-70,18-25=-20,15-17=-20,14-15=-20,12-13=-20 Concentrated Loads(lb) Vert:30=743(F)31=-701(F) • Q WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2016 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not e 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 property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTP11 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 s f Jo Truss �Roo ss Type ally Ply Tanner Residence J33823 A07 fSpedal 1 1 T11598834 ob Reference o lional East Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:03:34 2017 Page 1 ID:YPzWChtsRb_ci4Mj?fNNgjzFubc-Qsnbzp9Rw6gRLWMgcbVnEETiH74cH501 dhW9JeyyBz7 49-0 2-7-8 i 6-3-4 311-0 12"-0 15-0-15 /a-0-15 z3-i t-z 2&&5 36z-o 38-z-o d gd 1-10 8 ' 3 7-12 3-7-12 30-0 2-1-15 3-0-0 5 10.3 6143 6 4-11 2.0.0 • 4x4 = Scale=1.73.3 6 00 12 5x5 = 4 5 4x4 = 4x8 = 3x4 i 6 3 5x5 = 4x4= 1 3x4 8 2 3x4 9 3x4 o 10 m U4 I I 1x4 II 11 tx4 II 12 d 23 30 17 31 32 33 d 21 20 19 18 16 15 14 13 ' 3.6 II 8x8— 3x4= 3x8 = 3x4= US= 3x4= 54 = tx4 II 4x4= 1-9-0 49A 2-7$ 6-3< 9-11-0 12-11-0 ,151L15 18-0-15 23-11-2 2610-4 29-9-5 362-0 1 3-7-12 3-7-12 3-0.0 2-1-15 3-0.0 510.3 2-11-1 2 64-11 1-0-0 Plate Offsets a.Y)— 15:0-2-8,0-2-41.17:0-5-4.0-2-01.r12:0-2-4,0-0-81,114:0-2-12 0-3-01 t20:0-1-12.0-0-01 r22:0-4-0 0-6-01 LOADING (pso SPACING- 2-0-0 CS1. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.17 14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.41 14-15 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.60 Horz(TL) 0.12 11 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-AS Weight:305 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2'Except` BOT CHORD Rigid ceiling directly applied. Except: 2-20:2x4 SP No.3 1 Row at midpt 2-22 WEBS 2x4 SP No.3 10-0-0 oc bracing:20-22 OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 1-23,6-16,7-16,5-18,5-16,8-15,3-19 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation nuide. REACTIONS. (lb/size) 23=1642/0-8-0,11=1779/0-8-0 Max Horz 23=-450(LC 8) Max Uplift 23=584(LC 8),11=687(LC 8) Max Grav 23=1642(LC 1),11=1839(LC 14) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-23=1554/594,1-2=-564/211,2-3=-1152/486,3-4=-1339/639,4-5=1145/607, 5-6=1797/847,6-7=1584/723,7-8=1917/780,8-10=2572/900,10-11=-3069/980 BOT CHORD 22-23=284/447,19-20=0/749,18-19=0/1134,16-18=-23/1363,15-16=-163/1602, 14-15=-435/2137,13-14=-669/2634,11-13=-669/2634,2-22=-1407/586 WEBS 4-18=162/412,6-16=-866/419,7-16=-286/111,7-15=255/742,8-14=99/468, 1-22=589/1565,5-18=711/253,5-16=-515/1289,8-15=-900/395,10-14=553/266, 3-18=99/475,3-19=721/284,2-19=-317/870 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuk=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=36ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 46)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 23=584,11=687. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%2"gypsum sheetrock be applied directly to the bottom chord. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7173—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 WOW 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 ANSVTPII 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 Joe Truss Truss Type Qry Ply Tanner Residence T11598835 J33823 A06 Roof Special 1 1 Job Reference o tional F#st Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:03:36 2017 Page 1 0-9-0 I D:YPzWChtsRb_ci4Mj?fNNgizFubc-MEuMOVBhSjx9apV3jOXFJfY3uxlolvQK4??GOWyyBz5 OOLi 4-0-8 840 144-0 165-15 115 2410.7 3H 362-0 3&2-0 Owe 33-8 r 4-5� 5-10-0 2 9b 3-0-0 54-e 5 4� 5-11-0 2 0-8-8 e 6.00 12 4x8 = Scale=1:74.3 4x6 4x4 = 4 5 6 4x4 = 3x8 =4x4 =4x4 = 1 2 32 i 3x6 8 4x4 9 1x4 II n 10 1x4 II lx4 II C4 11 1x4 II 0 d 24 33 34 18 35 36 15 12 d o 22 21 20 19 17 16 14 13 0 3x6 II4x6= 4x4 = 3x4 = 3x4 = 3x8 = 1x4 II 3x4 = 4x4= 3x4 11 3x8 = 3x4 = 1-9.0 49-0 1-0.6 Bb-0 144-0 165-15 19-5-15 2410.7 27-6-12 30.3-0 3&2-0 d 9 d 2-3A r 4-5 8 5 10-0 2-1-15 2:4 2 b 4 571-0 1-0-0 Plate Offsets(X.Y)— 14:0-5.4,0-2-01.19:0-2-0.Edael.112:0-2-4 0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.17 13-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.37 14-16 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.92 Horz(TL) 0.11 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:299 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2'Except* BOT CHORD Rigid ceiling directly applied. Except: 2-21:2x4 SP No.3 1 Row at midpt 2-23 WEBS 2x4 SP No.3 10-0-0 oc bracing:21-23 OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 3-20,4-19,6-17,1-24,6-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 24=1631/0-8-0,11=1778/0-8-0 Max Horz 24=-489(LC 8) Max Uplift 24=595(LC 8),11=680(LC 8) Max Grav 24=1678(LC 14),11=1844(LC 14) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=394/147,2-3=-791/305,3-4=-1356/559,4-5=1565/692,5-6=-1725/729, 6-7=1837/762,7-8=2103/794,8-10=-3125/1122,10-11=3097/963,1-24=-1594/611 BOT CHORD 23-24=-242/486,2-23=-1487/588.20-21=5/567,19-20=0/953,17-19=0/1258, 16-17=-191/1705,14-16=-460/2232,13-14=-460/2232,11-13=-660/2663 WEBS 3-20=-1323/544,3-19=-205/705,4-19=-428/205,4-17=-281/792,5-17=-144/438, 6-17=-972/432,7-16=-173/586,8-13=-292/627,10-13=-384/259,1-23=-581/1553, 2-20=562/1449,8-16=-780/364 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuK=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=36ft;eave=5ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,S)'This truss has been designed for a live bad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Ot=lb) 24=595,11=680. `8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%gypsum sheetrock be applied directly to the bottom chord. WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.1010312015 BEFORE USE. reenee 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 ANSUTP11 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 Tanner Residence T11598837 J33823 A10 Roof Special 1 1 Jab Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:03:38 2017 Page 1 I D:YPz WChtsRb_ci4Mj?fNNgjzFub c-JdO6o BDy_KBtg7fRrRZ04dJdkQdDsmcXJ U MS PyyBz3 4-10-12 9-6-0 14-2-0 18-10-0 23-1-0 29-5-15 32-5-15 38-6-12 45-2-0 ,47-2-0 4-10-12 4-7-4 4-8-0 4-8-0 4-3-0 6,-15 3-0-0 6-0-12 6-7-0 2-0-0n Scale=1:88.8 4x6 = 4x4 = 6 4x4= 6.00 12 3x4= 3 4x6 = 4x8 = 3x6 29 7 2 4x4 3x4 II 9 3x4 " 10 1 1x4 II 1x4 II ix4 II 11 r? 12 d 22 31 32 21 20 33 19 1817 34 16 1514 13 " _ 0 = 6x8 M10SHS= 3x8= 4x4 3x4 = 3x8 = 3x4= 3x4 = 1x4 II 3x6 4x4 = 4x4= 96-0 18-10-0 23-1-0 29-5-15 32-5-15 38-0-12 45-2-0 9Fi 0 9-4-0 4-3-0 61-15 3-0-0 6-0-12 6-7-4 Plate Offsets(X.Y)— 18:0-5-4,0-2-01.19:0-2-O.Edael.112:0-2-4,0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.31 16-18 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.78 19-21 >694 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(TL) 0.23 11 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:299 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1'Except` BOT CHORD Rigid ceiling directly applied. 14-17:2x4 SP No.2 WEBS 1 Row at midpt 4-21,5-18,6-18,7-18,2-22 WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation ouide. REACTIONS. (lb/size) 22=2015/0-8-0,11=2181/0-8-0 Max Horz 22=371(LC 6) Max Uplift 22=713(LC 8),11=-853(LC 8) Max Grav 22=2063(LC 13),11=2230(LC 14) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=2380/945,3-4=2099/894,4-5=-2958/1219,5-6=-2726/1162,6-7=-2751/1145, 7-8=3259/1287,8-10=-3321/1242,10-11=-3900/1340 BOTCHORD 21-22=-340/1938,19-21=-611/2768,18-19=-721/3061,16-18=-852/3211, 15-16=-728/2861,13-15=-989/3371,11-13=-989/3371 WEBS 2-21=-102/671,3-21=-252/775,4-21=-1 106/425,4-19=-203/725,5-19=-429/215, 5.18=-1286/499,6-18=-782/1975,7-18=-1316/533,7-16=667/299,8-16=-286/906, 8-15=-130/393,10-15=-652/299,2-22=-2350/848 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=45ft;eave=6ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(lt=lb) 22=713,11=853. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%gypsum sheetrock be applied directly to the bottom chord. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.f010312015 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 ANSUTPl1 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 r Job Truss Truss Type Qry JPly Tanner Residence T11598839 J33823 Al2 Roof Spedal 1 1 Job Reference o tional Eo t Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:03:42 2017 Page 1 I D:YPzWChtsRb_ci4 Mj?f NNgjzF ubc-BOGdeYGS2ZhJl kzC4Hef ywoziLls9gSCSwSacAyyBz? i 7-0-0 11 8-0 16.4-0 23-1-0 i 27-3-0 31-11-15 34-11.15 39-8-8 43-5-0 A5-2 -2, 7-0-0 4-8-0 4-8-0 &9-0 4-2-0 4-8-15 340 4-8-8 3-&8 1-9-0 2-0-0 r Scale=1:86.7 4x6 = 5 4x6 — 5x5= 4x4 g,Dp f2 5x8 M18SHS= 2 3x4= 6 5x12 = 7 4x8 5x6 % g 1 1x4 II 6o II 1x4 II �b 1 � 1x411 ab 11 12 26 25 34 24 35 23 36 22 d 37 21 314 d 4x6 11 4xl0 = 5x6 WB= 5x8 M18SHS= 3x8 = 3x6= 20 19 18 17 15 5x8= 2x4 I 5x6 = 4x12 = 3x4 = 5x5 II 5x10 M18SHS = 452-0 L 7-0-0 16-4-0 I 23.1-0 27-3-0 2b3-0 31-11-15 i 2LIl-15 i 43-5-0 4A-5-0 7-0-0 9-4-0 6-9-0 4-2-0 3-&15 8S1 0-9-0 Plate Offsets(X,Y)— 18:0-4-8,0-1-121.f9:0-4-0,Edael,f10:0-3-6,Edgel,111:0-7-8.Edgel,112:0-2-4.0-0-81-113:0-8-0.0-3-41-121:0-2-8.0-1-01,f23:0-3-12.0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdeff Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.33 20 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.92 Vert(TL) -0.78 23-25 >690 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.19 11 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:335 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 8-9,9-12:2x4 SP 285OF 1.8E BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.1'Except' 10-0-0 oc bracing:19-21,13-15 6-19:2x4 SP No.3,14-16:2x4 SP No.2 WEBS 1 Row at midpt 3-25,4-22,5-22,6-22,7-18,7-17 WEBS 2x4 SP No.3`Except' MiTek recommends that Stabilizers and required cross bracing 18-21:2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer OTHERS 2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 26=2013/041-0,11=2229/0-8-0 Max Horz 26=-371(LC 6) Max Uplift 26=706(LC 8),11=-847(LC 8) Max Grav 26=2035(LC 13),11=2291(LC 14) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=2293/834,2-3=2009/819,34=3429/1315,4-5=2819/1124,5-6=-2755/1139, 6.7=3548/1322,7-8=-2309/955,8-10=-3311/1278,10-11=-2943/871,1-26=-1984/718 BOT CHORD 25-26=-338/444,23-25=-684/2995,22-23=-887/3611,21-22=-761/3083,6-21=-295/1032, 17-18=704/2572,15-17=-80/328,10-13=355/328,11-13=-637/2518 WEBS 2-25=-124/663,3-25=1463/506,3-23=-335/1112,4-23=-660/321,4-22=-1520/584, 5-22=-748/2047,6-22=1329/498,18-21=794/2930,7-21=-83/932,7-18=-1399/392, 7-17=-1037/327,8-17=131/646,1-25=-618/2033,13-17=514/1941,8-13=-320/697 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuft=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=45ft;eave=6ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. '1)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=IO.Opsf. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 26=706,11=847. ♦9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and gypsum sheetrock be applied directly to the bottom chord. WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll•7473 rev.10/07/2015 BEFORE USE. wt 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 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 Tanner Residence T11598840 J33823 A13 Roof Special 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:03:43 2017 Page 1 1 I D:YPzWChtsRb_ci4Mj?fNNgjzFube-fbp?suG4ptpAwuYPe_9u58K8515ju 7wM1h4�a7C78c yyBz_ 4-5-0 4-5-0 73-0 30.5 0.012 2-0 6-0-0 3-11-12 4-39 4 -0 -105-1-0 7-0-0 2 6-7-15 1 Scale=1:84.2 4x10 M18SHS= 4x4 = 5 6 Z04 6.00 12 4x4= 5x5 = 2 4x4= 4x8 = 4x6 = 8 4x6 i 1 2 3x6 10 3x4 11 11 25 24 28 29 23 22 21 213 4x4= 3x6 II 4x10= 4x4= 3x4= 3x8= 5x5 WB= 17 16 4x10= 15 14 12 3x4 II 5x10 = 3x4 = 3x4 5x5= 5 1-0 1450 21-9-0 24-5-0 273-0 2 33 10.15 36 10.15 45-2-0 5 1-0 9 4-0 7�-0 2-8-0 2-10-0 5 7-15 3-0-0 8-3-1 Plate Offsets(X.Y)— f5:0-6-8,0-1-121 f9:0-5-8,0-2-01.112:0-1-12.0-2-121.f18:0-6-8 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.34 17 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.95 Vert(TL) -0.75 20-22 >718 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(TL) 0.29 12 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:330 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 4-5:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.2'Except* 10-0-0 oc bracing:16-18 7-16:2x4 SP No.3,21-23:2x4 SP No.1 WEBS 1 Row at midpt 3-24,4-20,5-19,7-19,8-15,10-12 WEBS 2x4 SP No.3'Except' MiTek recommends that Stabilizers and required cross bracing 15-18:2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer OTHERS 2x4 SP No.3 Installation auide. REACTIONS. (lb/size) 25=202810-8-0,12=2034/Mechanical,12=2034/Mechanical Max Horz 25=320(LC 7) Max Uplift 25=714(LC 8),12=-703(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=2044/746,2-3=1774/723,3-4=-3788/1434,4-5=-2983/1179,5-6=-2557/1123, 6-7=2917/1213,7-8=-3566/1347,8-9=-2740/1095,9-10=2555/973,1-25=-1991/719 BOT CHORD 24-25=310/344,22-24=-856/2914,20-22=-1158/3812,19-20=-645/2583, 18-19=886/3124,7-18=-280/886,14-15=679/2217,12-14=-621/1807 WEBS 2-24=-135/563,3-24=-1749/645,3-22=-447/1342,4-22=-840/393,4-20=-1549/633, 5-20=324/961,5-19=-302/183,6-19=-482/1135,7-19=-1204/512,15-18=924/2884, 8-18=3/469,8-15=-2083(747,9-15=-451/1248,9-14=259/99,10-14=83/579, 1-24=-632/1957,10-12=-2470/874 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuR=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=45ft;eave=6ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. •4)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 'y 7)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(lt=1b) ♦ 25=714,12=703. 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 14"gypsum sheetrock be applied directly to the bottom chord. Q WARNING-Verify design parameters and READ NOTES ON TNIS 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 building design. Braang 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 ANSVTPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandna,VA 22314. Tampa,FL 36610 e "Job Truss Truss Type Qty Ply Tanner Residence T11598841 J33823 A14 ROOF SPECIAL 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:03:44 2017 Page 1 ID:4nWsOOi?xWdQ3AibDR25Urym_dS-7nNN3EHjaAxl Y27bBhg7eLtMs9SWdW9VwExhf3yyByz 2-10-0 7Fi-0 12-2-0 19-0-0 26-M 27 36-2-0 39-2-0 45-2-0 2-10-0 4-8-0 4$0 7_4-0 7-2-0 0.7 8-11-0 3-0-0 6-0-0 r Scale=1:82.8 5x8 M18SHS= 5x5= 3x4 II 5 6 7 6.00 FIT 5x8 = 2x4 I I 6x8= 4x6 i 2 3 5x8 = 5x5 = K 23 8 0 4x6 I cc?? 10 I I 22 21 20 d 19 18 17 24 76 IN Io 3x6 II 4x6= 6x8 M18SHS— 2x4 II 3x8 M18SHS = 3x8 = 1 15 14 6x8 — 13 12 11 04 II 5x6= 012= 5x6 II 2-10-0 7-6-0 12-2-0 19.6-0 27-3-0 2 3 36-2-0 39-2-0 45-2-0 2-10-0 4 8-0 4�0 7-0-0 7-9-0 7-11-0 6-0-0 Plate Offsets(X.Y)— 12:0-6-4.0-2-81.14:0.5-4.0-3-01 15:0-4-8.0-1-121.f6:0-2-8.0-2-41.f8:0-5-4.0-2-121.f9:0-2-8 0-2-41.f11•Edae.0-3-81.113:0-2-4.0-3-41.116:0-2-8 0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.33 16-17 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(TL) -0.93 16-17 >577 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 1.00 Horz(TL) 0.27 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:305 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 4-5,5-6,6-8:2x4 SP 285OF 1.8E BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.2'Except* 10-0-0 oc bracing:14-16 7-14:2x4 SP No.3,16-18,18-20:2x4 SP No.1 WEBS 1 Row at midpt 4-17,6-17,13-16,4-20 WEBS 2x4 SP No.3*Except* MiTek recommends that Stabilizers and required cross bracing 13-16:2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer Installation auide. REACTIONS. (lb/size) 22=2028/0-8-0,11=2034/Mechanical Max Horz 22=435(LC 6) Max Uplift 22=708(LC 8),11=709(1_C 8) Max Grav 22=2028(LC 1),11=2036(LC 14) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=1500/596,2-3=3047/1166,3-4=-3047/1166,4-5=-3359/1275,5-6=-2926/1225, 6-7=3568/1480,7-8=-3612/1333,8-9=-2149/875,9-10=-2439/905,1-22=2002/717, 10-11=1967/723 BOT CHORD 21-22=-391/378,20-21=232/1445,19-20=-1308/4368,17-19=-1310/4365, 16-17=-674/2850,7-16=-506/323,12-13=889/2907 WEBS 2-21=1 185/426,4-17=-1656r702,5-17=-263/980,6-17=-143/312,6-16=-542/1471, 13-16=-911/2946,8-16=-38/384,8-13=-625/266,8-12=-1609/559.9-12=-248/773, 1-21=580/'1804,10-12=-641/2107,3-20=328/196,2-20=827/2381,4-20=-1758/619 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuR=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=45ft;eave=6ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 e 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .a 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 22=708,11=709. 9)This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and I/V gypsum sheetrock be applied directly to the bottom chord. WARNING-Verily design parameters and READ NOTES ON TINS AND INCLUDED MITEK REFERENCE PAGE MII-7477 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 WOW 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 ANSUTPI7 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Inlormation available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314, Tampa,FL 36610 r Job ' Truss Truss Type Qty Ply Tanner Residence T11598842 J33823 A15 ROOF SPECIAL 1 1 Job Reference o tional Fist Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:03:46 2017 Page 1 ID:4n WsQOi?xWdQ3AjbDR25Urym_dS-49V8UwJz5oBInMG_J6ibjmylmz735SjoNYQnkxyyByx 0 10 5-0 0 10-2-0 17-6-0 2_3-' -1-0 27-3-0 8-8 32-11-0 38-2-0 41-2-0 45-2-0 0-1 4-8-0 4-8-0 7-0-0 5-7-0 4-2-0 -5-0 4-3-0 5-3-0 3-0-0 4-0-0 Scale=1:83.4 5x10 = 2x4 II 5x8= 5 26 6 27 7 6.00 12 3x6 5x6— 2x4 II 7x8 = 8 3x4 1l 2 3 Sx5 = 5x8 — 9 m _1 06� d 11 � lc 24 23 d 22 21 20 28 19 29 `[ it N 6x6 = 6x8 M 18SHS a 2x4 I I 3x6 = 3x8 = 3x8 M18SHS= 17 16 15 14 13 12 2x4 I I 5x12= US= 3x8 = 4x6 II 6x8 = 5 6-0 4$-0 7-0-0 5-7-0 4-2-0 5-0 43-0 5-3-0 3-0-0 4-0-0 Plate Offsets(X,Y)— [2:0-3-0,0-2-0],[4:0-5-4,Edge],[5:0-6-8,0-1-12],[7:0-6-0,0-2-8],[10:0-6-0,0-2-8],[12:Edge,0-3-8],[13:0-3-8,0-1-8],[14:0-2-8,0-3-0],[18:0-2-4,0-2-4], (23:0-3-8.0-3-413-8.0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.41 20-22 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.95 20-22 >568 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(TL) 0.32 12 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:303 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 4-5:2x4 SP 285OF 1.8E BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2`Except` WEBS 1 Row at midpt 4-23.4-20 18-21,21-23:2x4 SP No.1 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3`Except* be installed during truss erection,in accordance with Stabilizer 2-23,15-18:2x4 SP No.2 Installation guide. REACTIONS. (lb/size) 24=2029/04I-0,12=2035/Mechanical Max Horz 24=393(1-C 6) Max Uplift 24=708(LC 8),12=708(LC 8) Max Grav 24=2029(LC 1),12=2053(LC 14) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=3091/1148,3-4=-3091/1148,4-5=-3699/1366,5-6=-3392/1353,6-7=3392/1353, 7-8=3601/1369,8-9=3171/1202,9-10=-2937/1109,10-11=-2130/787,11-12=2007/718 BOT CHORD 23-24=161/678,22-23=1586/5179,20-22=-1588/5174,19-20=-836/3322, 18-19=-801/3173,14-15=925/2935,13-14=525/1788 WEBS 2-23=1092/3164,3-23=-327/194,4-23=-2411/847,4-20=-2036/823,5-20=-282/990, 7-18=338/1132.9-14=1489/570,10-14=659/1908,10-13=-870/313,11-13=-634/1999, 8-15=-1017/289,9-15=-288/177,15-18=-863/3007,8-18=-78/743,6-19=-422/205, 7-19=-129/514,5-1 9=-75/456,2-24=1 986/692 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuft=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=45ft;eave=6ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber 'DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 61`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(lt=lb) • 24=708,12=708. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%f"gypsum sheetrock be applied directly to the bottom chord. AWARNING-Verity design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 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 verily 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 property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPH Quality Criteria,DSB-89 and BCSI Building Component 69N Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 C • Job • Truss Truss Type Oily Ply Tanner Residence T11598843 J33823 A16 ROOF SPECIAL 1 1 b Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:03:47 2017 Page 1 I D:4nWsOOi?xWdQ3AibDR25Urym_dS-YM3WhGJbs5JbPWrAtgEgF_VgbMVcgtlxcCALGOyyByw 42-12 8-2-0 15-6-0 22-0-4 27-3-0 30-8-0 34-0-12 37-5-8 45-2-0 42-12 3-11-4 7-4-0 6-6-4 5-2-12 3-5-0 3412 3-4-12 7-8-8 Scale=1:84.2 6.00 12 6x8 2x4 II 5x6 =6x8 M18SHS 4 24 5 25 6 7 4x4 8 5x8 = 2x4 II 8x8= 6x6 = 6x6— 1 2 9 10 23 °' i �11 3x6 IILLA A- b 22 21 20 19 18 d 17 16 ` lc�� 3x8 M18SHS II 6x12 = 2x4 11 4x10 M18SHS = 4x6 = N 7x8 — 6x8— 15 14 13 12 11 3x4 II 6x8= 08 = 5x6 II 42-12 1 8-2-0 15-0-0 22-0-4 27-3-0 2 3- 30-8-0 340-12 37-58 45-2 0 4-2-12 3-11-4 7-4-0 8-6-4 52-12 -0- 2-5-0 3412 3-4-12 7- Plate Offsets(X.Y)— 13:0-5-4.0-4o1.r4:0-5-4.0-3-01,17:0-4-4.0.4-41.r11:Edae.0-3-8t.r12:0-3-8.0-2-01 fl6:0-5-1z 0-4-01 117:0-4-0.0-4-81 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.47 17 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.98 16-17 >548 180 M18SHS 2441190 BCLL 0.0 ' Rep Stress Ina YES WB 0.98 Horz(TL) 0.26 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:357 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x6 SP SS*Except- BOT CHORD Rigid ceiling directly applied. Except: 6-14:2x4 SP No.3,13-15,11-13:2x4 SP No.2,16-17:2x6 SP No.2 10-0-0 oc bracing:14-16 WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 10-11,3-21,10-12 13-16,8-16:2x6 SP No.2,1-21,10-12:2x4 SP No.2 2 Rows at 1/3 pts 3-18 JOINTS 1 Brace at Jt(s):23 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 22=2028/0-8-0,11=2034/Mechanical Max Horz 22=396(LC 7) Max Uplift 22=707(LC 8).11=-71O(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-22=1941/703,1-2=-3776/1355,2-3=-3776/1355,3-4=-4209/1519,4-5=-4112/1569, 5-6=-4112/1569,6-7=3699/1419,7-8=-3993/1478,8-9=-3193/1224,10-11=-1954/731, 9-10=2964/1128 BOT CHORD 21-22=-316/330,20-21=-2165/6596,18-20=-2172/6597,17-18=-1061/3726, 16-17=-1048/3745,6-16=-10/276,12-13=952/3018 WEBS 3-18=-2996/1156,4-18=-286/998,4-17=-160/705,5-17=-598/285,6-17=-180/616, 13-16=-845/2831,16-23=-340/1389,8-23=222/1064,7-23=-214/597,9-12=-1591/628, 2-21=-259/165,1-21=-1408/4064,3-21=-3154/1110,8-13=565/147,9-13=-465/225, 10-12=-1170/3376 NOTES- 1)Unbalanced roof live loads have been considered for this design. • 2)Wind:ASCE 7-10;Vul1=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=4511;eave=6ft;Cat. 11;Exp C;Encl.,GCpi=0.18;Mill(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s)except(jt=lb) 22=707,11=710. 9)This truss design requires that a minimum of 7116"structural wood sheathing be applied directly to the top chord and Y"gypsum sheetrock be applied directly to the bottom chord. WARNING-Verify design parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10ND3/2015 BEFORE USE. aaaaaa 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 WOW always required for stability and to prevent collapse erly with possible personal injury and prop damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII 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 J06 Truss Truss Type City Ply Tanner Residence T71598844 J33823 A17G ROOF SPECIAL GIRDER 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:03:49 2017 Page 1 I D:4nWsQOi?xWdQ3AibDR25Urym_dS-UkBG6xLrOjZJep?Y_FGILPaFhA7vloZE3WfSKGyyByu 3-1-0 6-0-0 9 8 0 13 4-0 20-11-4 27-3 0 32-10-0 35-3-8 40 7-0 _L 45-2-0 31-0 2-11-0 M 3-8-0 7-7-4 6-3-12 5-7-0 2-5-8 5-3-8 4-7-0 Scale=1:79.7 6x6= 4x8= 4x6= 3x4 II 6.00 12 6x8= 5 27 6 7 28 8 9 6x6 = 4x6 = 5x6= 4x6 1 Loi 0 30 11 12 7x10 M18SHS= 4 "262 I 3 �I 44 19 10 1 25 29 24 23 22 21 20 to 6x8 11 BAB= 2x4 11 7x10 M18SHS= 4x8 = 7x6= 18 17 8x8 = 16 15 14 13 3x4 II 5x10= 7x6= 5x5= U8 I 3 1-0 6-0 0 9 8-0 13-4-0 20-114 27-3- 2 3 32-10 0 35 3� 40-7-0 45-2-0 3 1-0 2-11-0 3-8-0 3-8-0 7-7� 6-3-12 4-7-0 25� 5 3� 4-7-0 Plate Offsets(X.Y)— f3:0-0-0.Edoe1,f9:0-6-0,0-3-01 f15:0-3-0,0-4-81,f19:0-2-8.0-4-81,f20:0-3-0,0-4-81 f220-5-0.0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.50 20-21 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.96 Vert(TL) -1.07 20-21 >502 180 M18SHS 244/190 BCLL 0.0 Rep Stress Ina NO WB 0.93 Horz(TL) 0.28 13 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MS Weight:366 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP DSS'Except` TOP CHORD Structural wood sheathing directly applied or 3-0-14 oc pudins, 1-3:2x4 SP 285OF 1.8E except end verticals. BOT CHORD 2x6 SP DSS'Except' BOT CHORD Rigid ceiling directly applied or 4-7-10 oc bracing. Except: 8-17:2x4 SP No.3 10-0-0 oc bracing:17-19 WEBS 2x4 SP No.3'Except' WEBS 1 Row at midpt 12-13,6-21,6-19 1-25:2x6 SP No.2,3-22,1-24,3-24:2x4 SP 285OF 1.8E MiTek recommends that Stabilizers and required cross bracing 16-19,9-19:2x6 SP DSS be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 25=2269/0-8-0,13=2038/Mechanical Max Horz 25=382(LC 7) Max Uplift 25=791(LC 8),13=712(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-25=-1944/692,1-2=-5535/1946,2-3=-5535/1946,3-4=-6353/2238,4-5=-4736/1719, 5-6=4257/1595,6-8=4751/1750,8-9=4736/1747,9-10=-3133/1228,12-13=-1994/737, 10-11=-2844/1109,11-12=-1566/670 BOT CHORD 24-25=366/625,23-24=-3283/9716,22-23=-3308/9770,21-22=-1862/5727, 20-21=1568/5087.19-20=-1568/5087,8-19=435/231,15-16=-894/2916, 14-15=450/1566 WEBS 3-23=-361/167,3-22=-4182/1496,4-22=452/1387,4-21=1868/730.5-21=-560/1707, 6-21=1125/334,6-20--0/321,6-19=-519/152,16-19=869/2990,9-19=-899/2844, 9-16=908/255,10-16=-360/185,10-15=-1327/512,11-15=-642/1866,11-14=-1757/663, 12-14=-851/2432,2-24=-266/138,1-24=-1850/5335,3-24=-4407/1527 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2�Wind:ASCE 7-10;Vint=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=45ft;eave=6ft;Cat. 11;Exp C;Encl..GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. .4J All plates are MT20 plates unless otherwise indicated. )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)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 25=791,13=712. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)168 lb down and 47 lb up at 1-8-0 on top chord,and 154 lb down and 43 lb up at 1-8-0 on bottom chord. The design/selection of such connection device(s)is the responsibilit of others. A WARNING-Verify design parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010"015 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 ANSVTPII 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 I r JOB Truss Truss Type City [ly Tanner Residence T11598844 J33823 A17G ROOF SPECIAL GIRDER 1 1 Job Reference o tional Feast Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:03:49 2017 Page 2 ID:4nWsQOi?xWdQ3AibDR25Urym_dS-UkBG6xLrOjZJep?Y_FGILPaFhA7NoZE3WfSKGyyByu NOTES- 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=70,3-5=-70,5-9=-70,9-10=-70,19-25=-20,17-18=-20,13-17=-20,10-12=-70 Concentrated Loads(lb) Vert:26=132(F)29=121(F) A WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and 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 ANSlITPl1 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 1 Joe Truss Truss Type Qty Ply Tanner Residence T11598845 J33823 A18 Half Hip 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:03:50 2017 Page 1 ID:YPzWChtsRb ci4Mj?fNNgjzFubo-yxleKHMT9OhAGzalYynXtc7PBaWm1F?NIAP?tiyyByt -2-0-0, 5-10-4 11-2 0 17-1014 24-7-13 31-4-11 38-1-10 45-2-0 r 2-0-0 5-10-4 r 5-3-12 6-8-14 6$-14 6-8-14 6-8-14 7-06 Scale=1:81.9 6.00 12 4x6= 4x6 = 04 i 5 28 6 7 8 29 9 30 10 11 12 4 3 1x4 II tx4 II 1x4 II 2 d 1 d 21 2019 31 32 18 33 17 34 16 35 15 14 36 37 13 3x6 = 1x4 II 3x8 M1BSHS = 3x8 M18SHS= 5x6 WB= 4x4 = 5x5 = 3x8 = r 5-10-0 11-2-0 19-7-2 28-0-0 36-5-6 45-2-0 5 140-4 5312 8-5-2 8 5-2 8-5-2 8-8-10 Plate Offsets(X.Y)— fl:0-2-4.0-0.81.12:0-5-8.Edoe1 14:0-2-O.Edgel 113:0-1-12.0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.41 16-18 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.91 16-18 >592 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(TL) 0.27 13 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:256 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-20,9-14 OTHERS 2x4 SP No.3 2 Rows at 1/3 pts 11-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation ouide. REACTIONS. (lb/size) 13=2015/Mechanical,2=2182/0-8-0 Max Horz 2=400(LC 8) Max Uplift 13=728(LC 8),2=-839(LC 8) Max Grav 13=2037(LC 13),2=2246(LC 13) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=3927/1303,3-5=-3500/1236,5-6=-3118/1168,6-8=-4052/1454,8-9=-3866/1362, 9-11=2569/891 BOT CHORD 2-21=1365/3505,20-21=-1365/3505,18-20=1459/3962,16-18=-1490/4088, 14-16=1263/3492,13-14=-785/2178 WEBS 3-20=-474/233,5-20=326/1133,6-20=-1200/382,6-18=-36/365,8-16=-468/249, 9-16=-194/729,9-14=-1383/556,11-14=-371/1364,11-13=-2768/1002 NOTES- 1)Wind:ASCE 7-10;Vuft=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=45f1;eave=6ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4)All plates are MT20 plates unless otherwise indicated. 5)All plates are 3x4 MT20 unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. �)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Gt=lb) 13=728,2=839. 10)This truss design requires that a minimum of 7116"structural wood sheathing be applied directly to the top chord and'A"gypsum sheetrock be applied directly to the bottom chord. A WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE 1101.7473 rev.10A1312015 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,we ANSIITPII 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 Truss Truss Type City Ply Tanner Residence T11598846 J33823 A19 Half Hip 1 1 ob Reference(optional) Feast Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:03:51 2017 Page 1 ID:YPzWChtsRb ci4Mj?fNNgjzFubo-Q711XdN6wKglt79x6glmQggdD_bmhvXXg8YP9yyBys 5-0 4 9 6 0 16-6-14 23 7-13 + 30 8-11 37-9-10 45-2-0 2-0-0 5-0-0 4-5-12 7-0-14 7- 4 7-0-14 7-0-14 7-0.6 • Scale=1:82.0 6.00 12 6x6 = 3x4 II 4x6 = 3x4 15r- 5 286 7 8 27 9 10 28 11 12 1x4 4 fill 3 1x4 II 1x4 II Ix4 II 2 cs 1 d 20 19 18 17 16 15 14 13 3x8 = 4x8 = 6x6 = 6x6= 6x6 = 6x6= 9 6-0 18-4-2 27-2 4 35-0-6 45-2-0 91i 0 8-10-2 8-10-2 8-1D-2 9-1-10 Plate Offsets(X,Y)— fl:0-2-4,0-0-81.f2:0-4-0,0-1-11.f5:0.30.0-2-71.f13:0-3-0,0-4-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.37 16-18 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.31 Vert(TL) -0.77 16-18 >701 180 BCLL 0.0 ' Rep Stress Incr YES WB 1.00 Horz(TL) 0.18 13 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:306 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 4-5,14:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x6 SP DSS WEBS 1 Row at midpt 6-20,9-14 WEBS 2x4 SP No.3 2 Rows at 1/3 pts 11-13 OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing durin be installed g truss erection,in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 13=2023/Mechanical,2=2174/0-8-0 Max Horz 2=349(LC 8) Max Uplift 13=723(1_C 8),2=-843(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=4029/1408,3-5=-3707/1302,5-6=-3296/1225,6-8=4725/1709,8-9=4666/1661, 9-11=3147/1108 BOT CHORD 2-20=1425/3567,18-20=1697/4600,16-18=1802/4916,14-16=-1559/4280, 13-14=-982/2700 WEBS 3-20=417/239.5-20=-367/1255,6-20=-1649/571,6-18=-54/428,8-18=-309/159, 8-16=-411/232,9-16=169/637,9-14=-1505/599,11-14=-352/1254,11-13=-3166/1154 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuk=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=45ft;eave=6ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5l)All plates are 4x4 MT20 unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. .8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 13=723,2=843. 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%gypsum sheetrock be applied directly to the bottom chord. A WARNING-Verify design parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE MII-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,notes 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 ANSVTPII Quality Criteria,DSB49 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 Jo r4 Truss Truss Type (sty, Ply Tanner Residence T11598847 J33823 A20 Half Hip 1 Job Reference(optional) Feast Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:03:52 2017 Page 1 ID:YPzWChtsRb_ci4Mj?fNNgjzFubc-uJsPlzNkheyuVHk7fNp?y1 CokNLZVDjglUu6xbyyByr L-2-0-0, 4-0-0 7.6-0 14-11-11 22-5-6 29-11-2 37-0-13 45-2-0 2-0-0 ' 4-0-0 3E-0 7-5-11 7-5-11 7-5-11 7-5-11 7-9-3 • Scale=1:81.8 4x4 = 6.00 12 4 26 5 27 6 7 28 6 9 29 10 11 12 1 1x4 1x4 II 3 1x4 II 1x4 II 2 eo 1 d 20 19 18 17 16 15 14 13 4x8 4x4= 4x4 = 4x4= 4x4= 4x4 = 4x4 = 4x6 THIS TRUSS IS DESIGNED TO SUPPORT ONLY 2'-0" OF UNIFORM LOAD AS SHOWN. 7-6-0 16-10-2 35-6-6 45-2-0 74-0 9-0-2 9-0-2 I 9�t-2 9-7-10 1 Plate Offsets(X.Y)— f1:0-2-4,0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.28 16-18 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.20 Vert(TL) -0.59 16-18 >921 180 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(TL) 0.11 13 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:534lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 285OF 1.8E'Except` TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-4:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x6 SP DSS WEBS 1 Row at midpt 10-13 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 13=2023/Mechanical,2=2174/0-8-0 Max Horz 2=298(LC 8) Max Uplift 13=7119(LC 8),2=-848(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=4103/1413,3-4=-3872/1350,4-5=-3487/1268,5-7=-5713/2031,7-8=5912/2080, 8-10=-4078/1420 BOTCHORD 2-20=-1391/3624,18-20=1995/5481,16-18=2229/6145,14-16=-1983/5489, 13-14=1269/3515 WEBS 4-20=-384/1317,5-20=-2236/815,5-18=-82/584,7-18=-519/238,7-16=-329/210, 8-16=-137/619,8-14=1694/676,10-14=-337/1254,10-13=-3825/1379,3-20=-272/153 NOTES- 1)2-ply truss to be connected together with 10d(0.131'k3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. 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;Vuti60mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=1811;B=45ft;L=45ft;eave=6ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)Provide adequate drainage to prevent water ponding. 5)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6)All plates are 3x4 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.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)Refer to girder(s)for truss to truss connections. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Gt=lb) 13=719,2=848. 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and''/V gypsum sheetrock be applied directly to the bottom chord. QWARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �- a truss system.Before use,the 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,we ANS1/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 r' Truss Truss Type Qty Ply Tanner Residence T11598848 J33823 A21 G Half Hip Girder 1 1 job Reference Initional East Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:03:54 2017 Page 1 ID:YPzWChtsRb ci4Mj?fNNgjzFubc-ri_99FP_DFCckauWnosT1SI-IBssz3gzDoNCOUyyByp 2-0-0 58-0 10-5-1 15-0-2 20-0-0 20 -3 25-24 30-1-5 35-M 39-11-7 452-0 2-0-0 5tr-0 4-11-1 4-11-1 4-7-14 0- 3 4-11-1 4-11-1 4-11-1 4-11-1 -12-9 Scale=1:79.7 4x8 = 6 o0 12 4x10 =446 = 2x4 II 4x12 = 3x4 = 3x8 = 3x4= 4x8= 3 33 34 4 35 36 37 5 38 6 7 39 40 41 842 43 44 9 t0 45 46 11 4748 49 12 1§0 51 52 14 rn 2 q:f d 1 26 53 54 25 24 55 56 23 57 22 58 59 21 2k 61 62 19 63 6418 1-05 66 67 16 68 69 70 15 3x4 3x4 6x12 = 3x4 5x10 = 4x6 5x10 = 3x6 II = = = = 4x10 = L 5-0 0 10-5-1 15d-2 20-0-0 25-2 4 30-1-5 35-0 6 39-11-7 45-2-0 5-6-0 4-11-1 4-11-1 4-7-14 5-2-4 4-11-1 4-11-1 4-11-1 5-2-9 Plate Offsets(X.Y)— 11:0-24.0-0-81 13:0-5-4,0-2-01 f6:0-3-O.Edael LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.19 17-19 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(TL) -0.40 17-19 >752 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.94 Horz(TL) 0.09 15 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:243 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except* TOP CHORD Structural wood sheathing directly applied or 3-3-5 oc purlins, 3-6,6-9:2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP No.2'Except` BOT CHORD Rigid ceiling directly applied or 54W 5 oc bracing. 21-24:2x4 SP 285OF 1.8E WEBS 1 Row at midpt 5-22,8-22 WEBS 2x4 SP No.3*Except* MiTek recommends that Stabilizers and required cross bracing 7-22:2x8 SP No.2 be installed during truss erection,in accordance with Stabilizer OTHERS 2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 15=1515/Mechanical,2=1308/0-8-0,22=4390/0-4-0 Max Horz 2=242(LC 21) Max Uplift 15=559(LC 5).2=572(LC 8),22=-1637(LC 8) Max Grav 15=1515(LC 1),2=1348(LC 25),22=4390(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=2040/730,3-4=1418/581,4-5=1418/581,5-7=-1192/3191,7-8=1192/3191, 8-1O=2222/823,10-11=2222/823,11-12=-2203/814,12-14=-2203/814,14-15=-1425/578 BOT CHORD 2-26=-697/1774,25-26=704/1809,23-25=397/194,22-23=397/194,20-22=-100/251, 19-20=-100/251,17-19=1059/2860,16-17=1059/2860 WEBS 3-26=147/663,3-25=450/188,4-25=-604/375,5-25=794/2064,5-23=0/300, 5-22=3262/1235,7-22=-597/351,8-22=-3913/1450,8-20=0/327,8-19=-837/2269, 10-19=-555/335,11-19=-734/276,11-17=0/328,11-16=-756/281,12-16=-605/370, 14-16=-907/2455 NOTES- 1)Wind:ASCE 7-10;Vuft=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=45ft;eave=6ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4)All plates are 1x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom Chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 15=559,2=572,22=1637. A WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev.1"312015 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 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 • r Jot Truss Truss Type �""Y PlyTanner Residence T11598848J33823 A21 G Half Hip Girder 1 Job Reference o tional €ast Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:03:54 2017 Page 2 ID:YPzWChtsRb_ci4Mj?fNNgjzFubc-ri_99fP_DFCckauWnosT1 SlyBssz3gzDoNCOUyyByp NOTES- 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)158 lb down and 141 lb up at 5-6-0,158 lb down and 131 lb up at 7-6-12,158 lb down and 131 Ib up at 9-6-12,158 lb down and 131 lb up at 11-6-12,158 lb down and 131 lb up at 13-6-12,158 lb down and 131 lb up at 15-6-12,158 lb down and 131 lb up at 17-6-12.158 lb down and 131 lb up at 19-6-12,158 lb down and 131 lb up at 21-6-12,158 lb down and 131 lb up at 23-6-12,158 lb down and 131 lb up at 25-6-12,158 lb down and 131 lb up at 27-6-12,158 lb down and 131 lb up at 29-6-12,158 lb down and 131 lb up at 31-6-12,158 lb down and 131 lb up at 33-6-12,158 lb down and 131 lb up at 35-6-12,158 lb down and 131 lb up at 37-6-12,158 lb down and 131 lb up at 39-6-12,and 158 lb down and 131 lb up at 41-6-12, and 158 lb down and 131 lb up at 43-6-12 on top chord,and 546 lb down and 220 lb up at 5-6-0,58 lb down at 7-6-12,58 lb down at 9-6-12,58 lb down at 11-6-12,58 lb down at 13-6-12,58 lb down at 15-6-12,58 lb down at 17-6-12,58 lb down at 19-6-12,58 lb down at 21-6-12,58 lb down at 23-6-12,58 lb down at 25-6-12,58 lb down at 27-6-12,58 lb down at 29-6-12,58 lb down at 31-6-12,58 lb down at 33-6-12,58 lb down at 35-6-12,58 lb down at 37-6-12,58 lb down at 39-6-12,and 58 lb down at 41-6-12,and 58 lb down at 43-6-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=70,3-14=-70,15-30=-20 Concentrated Loads(lb) Vert:3=86(B)6=86(B)26=-513(B)5=-86(B)23=-41(B)9=-86(B)33=-86(B)35=86(B)36=-86(B)37=-86(B)39=-86(B)40=-86(B)41=-86(B)42=-86(B)44=86(B) 45=86(8)46=-86(B)48=-86(B)49=86(B)50=-86(B)51=-86(B)52=-86(B)53=41(B)54=41(B)55=41(B)56=-41(B)57=41(B)58=41(B)59=41(B)60=41(B) 61=41(B)62=411(B)63=41(B)64=41(B)65=41(B)66=-41(B)67=41(B)68=41(B)69=41(B)70=41(B) Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE W-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ��• a truss system.Before use,the 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 ANSIfTPI1 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 • r J rA22ss Truss Type Qty Ply Tanner Residence T11598849 33823 ROOF SPECIAL GIRDER 1 1 ob Reference o tional JEast Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:03:55 2017 Page 1 6-2-0 I D:4nWsQOi?xWdQ3AibDR25Urym_d S-JuYXN?Qc_ZK-TMk SiLVNiaggEcbMXiUN7SS6mYwyyByo -0 1 4610a-112 6-1-4 22 2 211 4 9-0 6.00112 Scale=1:50.5 3x8= 5x5= 3x8 = 1 2 19 20 3 4 4x4 = 4x4= 5x5= 1x4 II 4x12 = 5 6 7 8 I 10 1x4= 9 3x6 I 8x12= o 17 23 16 24 15 25 14 13 26 27 12 11 3x6 II 4x10= 5x5 = 3x8 = 6x8 = 1x4 II 62-0 12-0-12 18-2-0 20d-0 22 6 0 2542 269-0 Z-9-0 62-0 5-10-12 6-1-4 2-2-0 2-2-0 2-10-2 1414 17:; 9-0 Plate Offsets(X.Y)— 12:0-2-8.0-3-4t.110:0-4-4.0-4-Ot 115:0-2-8.0-3-Ot LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.13 12-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.24 Vert(TL) -0.24 14-15 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.97 Horz(TL) 0.06 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:228 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 285OF 1.8E TOP CHORD Structural wood sheathing directly applied or 3-2-14 oc purlins, BOT CHORD 2x4 SP 285OF 1.8E except end verticals. WEBS 2x4 SP No.3'Except* BOT CHORD Rigid ceiling directly applied or 9-3-8 oc bracing. 1-17,6-10,10-18:2x4 SP No.2,8-9:2x6 SP No.2,8-10:2x4 SP No.1 WEBS 1 Row at midpt 1-17,1-16,3-16,3-14.6-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 17=1416/Mechanical,9=2379/Mechanical Max Horz 17=399(LC 6) Max Uplift 17=588(LC 4),9=1125(LC 8) Max Grav 17=1494(LC 27),9=2437(LC 25) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-17=-1370/588,1-2=-1114/527,2-3=-1114/527,3-4=-1572/737,4-5=1757/780, 5-6=1607/739,6-7=-4350/2122,7-8=-4420/2120,8-9=-2357/1100 BOT CHORD 15-16=-618/1630,14-15=618/1630,13-14=726/1726 WEBS 1-16=-638/1587,2-16=-448/289,3-16=-858/334,3-15=0/302,4-14=-175/507, 5-14=-415/256,13-18=-1299/769,6-18=-1299/769,10-12=-62/313,7-10=536/460, 10-1 3=-1 095/2519,8-10=-2263/4733,6-1 0=-1 407/2703,5-13=-545/259 NOTES- 1)Wind:ASCE 7-10;Vuft=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=29ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ¢)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 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(jt=1b) + 17=588,9=1125. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)164 lb down and 51 lb up at 23-0-0,164 lb down and 51 lb up at 24-6-0,164 lb down and 51 lb up at 26-6-0,80 lb down and 134 lb up at 22-9-5,and 208 lb down and 277 lb up at 24-9-5,and 208 lb down and 277 lb up at 26-8-9 on top chord,and 170 lb down and 53 lb up at 23-0-0,and • 170 lb down and 53 lb up at 24-6-0,and 170 lb down and 53 lb up at 26-4-11 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev.10/03/2015 BEFORE USE. WF Design valid for use only with MiTek4D 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 ANSVrPl1 Quality Criteria,DSB-09 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 . r ' Truss Truss Type Qty Ply Tanner Residence T11598849 J33823 A22 ROOF SPECIAL GIRDER 1 1 ob Reference o tional fast Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:03:55 2017 Page 2 ID:4nWsQOI?xWdQ3AibDR25Urym_dS-JuYXN?Qc ZKTMkSiLVNiaggEcbMXiUN7SS6mYwyyeyo LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:14=70,4-5=-70,5.8=-70,11-17=-20,9-10=-20 Concentrated Loads(lb) Vert:6=-62(F)7=333(F)12=130(F)21=-125(F)22=-333(F)26=-130(F)27=-130(F) A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.10Po312015 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 ;�ek• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Ml l 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 BCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 f JOB Truss Truss Type Qty Ply Tanner Residence T11598850 J33823 A23 Roof Special 1 1 Job Reference o Uonal Fast Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:03:56 2017 Page 1 ID:YPzWChtsRb ci4Mj?tNNgjzFubc-n56waLQEIsSK_ulvuDux7tNQE?c2ROZGg6sJ4MyyByn 6-94 134-12 20-2-0 26-0--1 12 32-" 34-" 6-94 6-7 8 6-94 5-10-12 6-54 2-" Scale=1:60.1 3x8 = 1x4 II 3x4=3x8= 6.00 12 4x6 = 1 2 23 3 4 24 25 5 3x4 6 3x4 7 rn UXZL-- 81x4 II tx4 II 9 16 26 t5 27 14 13 28 1211 10 US II 4x10 = 3x4=1x4 II 3x8 = 1x4 II 4x4 = 4x4 = 6-94 134-12 20-2-0 26-0-12 32-" 6.94 6-7.8 6-94 5-11 2 6-64 Plate Offsets(x.Y)— r9:0-2-4.0-0-st.111:a1-12A-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.13 10-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.33 12-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(TL) 0.11 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:194 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 1-16,1-15,4-15,4-12 OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 16=1444/Mechanical,8=1613/0-8-0 Max Horz 16=433(LC 8) Max Uplift 16=540(LC 8),8=625(LC 8) Max Grav 16=1504(LC 14),8=1658(LC 14) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-16=1381/554,1-2=-1305/483,2-4=-1305/483,4-5=-18751729,5-7=21143/749, 7-8=2701/853 BOT CHORD 15-16=118/424,13-15=-315/1890,12-13=-315/1890,10-12=-557/2310,8-10=557/2310 WEBS 1-15=-650/1754,2-15=-493/280,4-15=-887/329,4-13=0/307,5-12=-99/513, 7-12=-620/298 NOTES- 1)Wind:ASCE 7-10;Vuft=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=33ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide . will fit between the bottom chord and any other members,with BCDL=10.0psf. 6)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(jt=lb) 16=540,8=625. $)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%gypsum sheetrock be applied directly to the bottom chord. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.101OV2015 BEFORE USE. Design valid for use onty with MiTek®connectors-This design is based only upon parameters shown,and is for an individual building component,note 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 ANSUTPI1 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 J r4 Truss Truss Type City IPIYTTanner ResidenceT11598851 J33823 A24 Roof Special 1 Reference o tional fast Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:03:57 2017 Page 1 I D:YPzWChlsRb_ci4Mj?fNNgjzFubc-FHg I ohRsWAaBc2c5SwPAf5waaOwiASJ PvmbtcoyyBym 7-5A 14-8-12 22-2-0 27-0-12 32-" 3V 7-5A 7-3-8 7-5A 4.10-12 5-5-4 2-0-0 Scale=1:59.8 3x8= 1x4 II 3x4 = 3x8= 6.00 12 4x6 = 1 2 23 3 4 24 25 5 3x4 6 3x4 7 81x4 II 1x4 II II r.L 9 ` 16 15 14 13 12 11 10it d 3x6 II 4x10= 4x4 = 1x4 II 3x4 = 3x8 = 1x4 II 4x4= 14-8-12 22-2-0 27-012- 32.E-0 7-5-4 I 7-3-8 7-5A I 4-10-12 5-5-4 Plate Offsets(X.Y)— f9:0-2-4.0-0.81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.15 13 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.40 11-13 >969 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.75 Horz(TL) 0.12 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:185 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 1-16,1-15,4-15,4-11 OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation gUide. REACTIONS. (lb/size) 16=1444/Mechanical,8=1612/0-8-0 Max Horz 16=377(LC 8) Max Uplift 16=-531(LC 8),8=-634(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-16=-1374/547,1-2=-1639/607,2-4=-1639/607,4-5=1969/782,5-7=2255/813, 7-8=2656/881 BOT CHORD 15-16=-90/363,13-15=-488/2279,11-13=488/2279,10-11=-596/2297,8-10=-596/2297 WEBS 1-15=-730/1968,2-15=538/308,4-15=-787/317,4-13=0/292,4-11=398/167, 5-1 1=-1 321578,7-11=-456/222 NOTES- 1)Wind:ASCE 7-10;VuH=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=33ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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(jt=lb) 16=531,8=634. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%]"gypsum • sheetrock be applied directly to the bottom chord. • WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-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 ANSVTPl1 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 4 � 1 i f R� •" s I •Job ' Truss Truss Type City Ply Tanner Residence T11598852 J33823 A25 Roof Special 1 1 Job Reference(optional) e East Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:03:58 2017 Page 1 I D:YPzWChtsRb—ci4Mj?fNNgjzFubo-jTDg?OSVGUi2DCBHOewPCl SjioFKvtOZ8QLQ9FyyByl r 7-10-13 15-7-14 + 23-0-11 27-9-2 32b-0 , 34.6-0 , 7-10-13 7-9-1 7-10-13 4-2-7 4-8-15 2-0-0 Scale=1:59.7 3x8 = 1 x4 11 4x4 = 3x8= 6.00 12 44 = 1 2 22 3 4 23 24 5 1x4 30 6 7 ro 0 810 II II 1x4 II 9 15 14 13 12 11 10 4x6 II 4x12 = 4x4 = 1x4 II 4x4 = 3x8 = 4x4 = 7-10-13 15-7-14 23-6-11 32.6-0 7-10-13 7-9-1 7-10-13 8-11-5 Plate Offsets(X,Y)— 13:0-2-O.Edgel.18:0-2-4.Edgel,f9:0-2-4 0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.19 12 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.47 10-12 >829 180 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(TL) 0.13 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:176 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 1-15,1-14,4-14,4-10 OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation Quide. REACTIONS. (lb/size) 15=1444/Mechanical,8=1613/0-8-0 Max Horz 15=338(LC 8) Max Uplift 15=526(1-C 8),8=-639(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-15=1368/543,1-2=-1978/726,2-4=-1978/726,4-5=2095/818,5-7=2361/853, 7-8=2645/936- BOT CHORD 14-15=-67/319,12-14=-661/2656,10-12=661/2656,8-10=-654/2293 WEBS 1-14=819/2228,2-14=-570/327,4-14=-785/316,4-12=0/300,4-10=649/252, 5-10=143/621,7-10=-304/201 NOTES- 1)Wind:ASCE 7-10;Vuft=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=33ft;eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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(jt=lb) 15=526,8=639. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum sheetrock be applied directly to the bottom chord. AWARNING-Vently design parameters and READ NOTES ON TN1S AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev.1"312015 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 ANSli 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 Jo Truss Truss Type Qty Ply Tanner Residence T11598853 J33823 A26G Roof Special Girder 1 Job Reference o tional 4East Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:04:00 2017 Page 1 ID:YPzWChtsRb r94Mj?fNNgjzFubc fsLQQiUlo5yITVLg73ztHjYBGcyiNmWsbkgXD7yyByj 531 10-4-6 15-5-10 205 15 2"A 28-1012 325-0 3 L- -O 531 5-1-5 5-15 5-1-5 5-3-1 3-0-12 3-74 2-0-0 Scale=1:59.8 4x6 = 4x4= 3x4=4x4 = 1x4 II 3x4 =4x4 = 5x8 = 1 1 24 25 2 26 27 28 3 4 29 5 30 31 32 336 7 34 8 6.00 12 IE 1x4 9 eb 1x4 II a+ 10 1 1x4 It M II 11 18 35 36 17 37 38 16 15 39 14 40 41 13 4243 44 12 3x8 II 4x4 = 7x8= 3x4 = 4x6= 5x5 = 3x8 = 4x4= 531 1045 15-5-10 20-6-15 25-10-0 28-10-12 32.E-0 531 5-15 5-15 5 1-5 531 3-0-12 3 74 Plate Offsets(X,Y)— f8:0-1-12,0-2-121.110:0-2-O,Edgel f l l:0-2-4,0-0-81.113:0-38,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.25 13-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.51 13-14 >765 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.91 Horz(TL) 0.11 10 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-MS Weight:452 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2'Except* TOP CHORD Structural wood sheathing directly applied or 5-0-7 oc purlins, 8-11:2x4 SP No.2 except end verticals. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 18=2917/Mechanical,10=3009/0-8-0 Max Horz 18=270(LC 8) Max Uplift 18=-1115(LC 8),10=-1234(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-18=-2810/1126,1-2=-4105/1575,2-3=-6636/2553,3-5=7695/2968,5-6=-7695/2968, 6-8=7358/2869,8-9=-5827/2230,9-10=-6005/2268 BOT CHORD 17-18=-83/296,16-17=-1369/4105,14-16=-2296/6636,13-14=-2582/7331, 12-13=-1772/5231,10-12=1862/5325 WEBS 1-17=-1838/4791,2-17=2315/1072,2-16=-1157/2993,3-16=-1347/684,3-14=490/1251, 5-14=-6W/411,6-14=-191/469,6-13=-1096/579,8-13=-969/2539,8-12=190/847, 9-12=-288/224 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vuft=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=33ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. w a6)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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)Refer to girder(s)for truss to truss connections. 10) Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s)except 0=1b) 18=1115,10=1234. QWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.f0/03/2015 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 e 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 ANSVTP11 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 r JOB Truss Truss Type Qty Ply Tanner Residence T11598853 J33823 A26G Roof Special Girder 1 Job Reference o tional fast Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:04:01 2017 Page 2 I D:YPzWChtsRb_ci4Mj?fNNgjzFubc-82vpd2UNZP4c4fwshmU6gx4M001x6Dm?gOZ4mayyByi NOTES- 11) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)190 lb down and 160 lb up at 2-1-4,190 lb down and 160 lb up at 4-1-4,190 lb down and 160 lb up at 6-1-4,190 lb down and 160 lb up at 8-1-4,188 lb down and 160 lb up at 10-1-4,188 lb down and 160 lb up at 12-1-4,188 lb down and 160 lb up at 14-1-4,188 lb down and 160 lb up at 16-1-4,188 lb down and 160 lb up at 18-1-4,188 lb down and 160 lb up at 20-1-4,188 lb down and 160 lb up at 22-1-4,and 188 lb down and 160 lb up at 24-1-4,and 188 lb down and 169 lb up at 25-10-0 on top chord,and 80 lb down at 2-1-4,80 lb down at 4-1-4,80 lb down at 6-1-4,80 lb down at 8-1-4,80 lb down at 10-1-4,80 lb down at 12-1-4,80 lb down at 14-1-4,80 lb down at 16-1-4,80 lb down at 18-1-4,80 lb down at 20-1-4,80 lb down at 22-1-4,and 80 lb down at 24-1-4,and 532 lb down and 227 lb up at 25-9-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-8=-70,8-11=-70,10-18=-20 Concentrated Loads(lb) Vert:4=-127(F)8=-127(F)15=-57(F)16=-57(F)3=-127(F)12=-527(F)7=-127(F)24=-127(F)25=-127(F)26=-127(F)27=-127(F)29=-127(F)30=-127(F)32=-127(F) 33=-127(F)34=-127(F)35=-57(F)36=-57(F)37=-57(F)38=-57(F)39=-57(F)40=-57(F)41=-57(F)42=-57(F)43=57(F)44=-57(F) i WARNING-Verily design parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE 111II-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 ANSVTPI1 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,Atexandria,VA 22314. Tampa,FL 36610 4 ' Truss Truss Type Oty Ply Tanner Residence T11598855 J33823 B02 Hip 1 lJob Reference(optional) Xast Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:04:02 2017 Page 1 ID:YPzWChtsRb ci4Mj?MNgjzFubc-cETBrOV?KiCTipV2FT?LM8dXOPiCm7931JelOyyByh -0-0 6-G4 L 11-0-0 12-10-0 18-3-12 24-4-0 26-4-0 2-0-0 6-04 5-5-12 1-0-0 55-12 6-0-4 2-" Scale=1:50.7 6.00 12 4x8 4x4 = 5 6 4 7 3 6 M 1x4 II 1x4 11 gW II 1x4 II 2 tx4 II <n 10 'r d 1 16 15 14 13 12 11 d 1x4 II 3x6= 1x4 II i 6-0-4 11-0-0 12-10-0 18-3-12 24-4-0 6-0-4 5-5-12 1�-0 5-5-12 6-0-4 Plate Offsets(X.Y)— I1:0-2-4,0 0-81.I5:0-5-8.0-2-01.I10:0.2-4.0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.08 15-16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.43 Vert(TL) -0.20 15-16 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.08 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:142 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=124010-8-0,9=1240/0-8-0 Max Horz 2=-250(LC 6) Max Uplift 2=-525(LC 8),9=-525(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=1859/646,3-5=1327/547,5-6=-1114/544,6-8=-1330/548,8-9=-1857/645 BOT CHORD 2-16=-379/1616,15-16=-379/1616,13-15=134/1110,11-13=-379/1584,9-11=379/1584 WEBS 3-15=-596/283,5-15=-113/333,6-13=-115/364,8-13=593/280 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuH=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water pond ing. 4)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5)All plates are 3x4 MT20 unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) . 2=525,9=525. 9)This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and'IV gypsum sheetrock be applied directly to the bottom chord. r AWARNING•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 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 ANSUTPI7 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 a Truss Truss Type Qty Ply Tanner Residence T71598856 J33823 B03 Hip 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:04:03 2017 Page 1 ID:YPzWChtsRb—ci4Mj?fNNgjzFubcAR1 Z2kWd5OKKKz4FpBWavM9hopyLalGIHh2BgSyyByg 2-0-0 5-0 4 9- 14-10 0 19-3-12 24A-0 26 4-0 , 2-0-0 5-0A 4-5-12 5-4-0 4-5-12 5-0-0 2- Scale=1:46.6 4x4 = 4x8= 4 5 6.00 12 3 6 N 2 7 M CJ 1 • d 0 11 10 9 8 4x4 = 3x8= 3x4= 4x4 = 3x4 = 9-6-0 14-10-0 24A-0 9F4) 5-0-0 M-0 Plate Offsets(X.Y)— 11:0-2-4,0-0-81,f2:0-2-8.Edael.F5:0-5-4,0-2-01,f7:0-2-8,Edge1 f8:0-2-4.0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.15 9-23 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.41 9-23 >707 180 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.07 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:129 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1240/0-8-0,7=1240/0-8-0 Max Horz 2=213(LC 7) Max Uplift 2=-525(LC 8),7=-525(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=1839/703,3-4=1503/595,4-5=1288/582,5-6=-1502/595,6-7=-1839/703 BOT CHORD 2-11=-446/1602,9-11=229/1288,7-9=-446/1582 WEBS 3-11=-381/247,4-11=-71/347,5-9=-71/347,6-9=382/247 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuit=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,6Cpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5)All plates are 1x4 MT20 unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=525,7=525. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and M"gypsum sheetrock be applied directly to the bottom chord. :r WARNING-Verify design panrrefers and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ��• a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall 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 property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII 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 Tanner Residence T11598857 J33823 B04 Hip 1 1 Job Reference lo tional East Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:04:04 2017 Page 1 ID:YPzWChtsRb_ci4Mj?fNNgjzFube-YdbxG4XFsKSBx7eRMu1 pRZigwDJiJIJRWLokMuyyByf -2-0-0 7-" 12-2-0 16-10-0 24-4-0 26-4-0 2-0-0 7-641 4-8-0 4-8-0 7-6-0 T 2-0-0 Scale=1:49.9 4x6 = _ 3x4= 4x6 3 24 4 25 5 6.00 12 VX-� ro 1x4 II v 1x4 II 61x4 II M 1x4 II 2 1x4 11 n 4L cs 1 11 10 9 B 7 O 4x4 = 3x4 = 4x4 3x4= 4x4 = 4x4 = 7-64) 16-10-0 244-0 7.6-0 9-4-0 7-6-0 Plate Offsets(X.Y)— 11:0-2-4,0-0-81.17:0-2-4.0-0-81 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.15 8-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.44 8-11 >668 180 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.07 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:117 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1240/0-8-0,6=1240/0-8-0 Max Horz 2=-177(LC 6) Max Uplift 2=-525(LC 8),6=-525(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=1725/575.34=1448/580,4-5=1448/580,5-6=-1725/575 BOT CHORD 2-11=-282/1435,8-11=370/1631,6-8=-282/1435 WEBS 3-11=-39/405,4-11=324/144,4-8=-324/144,5-8=-39/405 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuh=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 tilt 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)except(jt=lb) 2=525,6=525. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%:"gypsum sheetrock be applied directly to the bottom chord. w WARNING-Verily design parameters and READ NOTES ON iFNS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2075 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 ANSVTPI1 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 ' Truss Truss Type Qty Ply Tanner Residence T11598858 J33823 B05G Roof Special Girder 1 1 ob Reference(optional) .East Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:04:05 2017 Page 1 I D:YPzWChtsRb_ci4Mj?fNNgjzFubc-Op9JTQXudda2ZHDdwcY2_nFtMddi26gbl?XlvLyyBye 2-0-0 5-0-0 9-11-15 14-4-1 18-10-0 24-4-0 1'f-0 r 2-0-0 5-0-0 4-5-15 4-4-3 4-5-15 5-64) 2-0-0 Scale=1:46.6 4x8 = 3x4 = 4x8 = 3 24 25 26 274 28 29 5 3031 32 6 6.00 12 2 7 1 33 34 35 11 36 37 38 t3 12 10 9 8 3x8 = 4x8 = 6x6 3x4= 2x4 II 4x6 = 5-0 0 9-11-15 14 4 1 18-10-0 24-4-0 4-5-15 4--3 4-5-15 5-" Plate Offsets(X.Y)— f1:0-2-4.0-0-81.I2:04-0.0-1-11.r3:0-5-12 0-2-01.r6:0-5-8.0-2-41.r7:0-2-8.0-1-1t.r8:0-2-4.0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.25 10-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.89 Vert(TL) -0.52 10-12 >563 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.60 Horz(TL) 0.12 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:145 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 640-8 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1851/0-8-0,7=2141/0-8-0 Max Horz 2=140(LC 24) Max Uplift 2=-774(LC 8),7=909(1-C 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=3367/1210,3-4=-4250/1631,4-5=-4250/1631,5-6=-4477/1737,6-7=4006/1506 BOT CHORD 2-13=-883/2984,12-13=-882/2999,10-12=-1495/4477,9-10=-1161/3554,7-9=1150/3515 WEBS 3-13=01362,3-12=-610/1568,4-12=-518/310,5-12=-295/176,5-10=-405/252, 6-10=-406/1135,6-9=-205/758 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuH=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5)All plates are 1x4 MT20 unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. .8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=774,7=909. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)158 lb down and 138 lb up at 5-6-0,158 lb down and 131 lb up at 7-6-12,158 lb down and 131 lb up at 9-6-12,158 lb down and 131 lb up at 11-6-12,158 lb �. down and 131 lb up at 13-6-12,158 lb down and 131 Ib up at 15-6-12,and 161 lb down and 131 lb up at 17-6-12,and 158 lb down and 138 lb up at 18-10-0 on top chord,and 57 lb down at 5-6-12,57 lb down at 7-6-12,57 lb down at 9-6-12,57 lb down at 11-&12,57 lb down at 13-6-12,57 lb down at 15-6-12,and 57 lb down at 17-6-12,and 543 lb down and 253 lb up at 18-9-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MI iEK REFERENCE PAGE MII-7473 raw.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,notes 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 ANSVTPII 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 I Truss Truss Type Qty Ply Tanner Residence T11598858 J33823 B05G Roof Special Girder 1 1 Job Reference o Gonal .East Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:04:05 2017 Page 2 I D:YPzWChtsRb_ci4Mj?fNNgjzFuba0p9JTQXudda2ZHDdwcY2_nFlMddi26gbl?XlvLyyBye LOAD CASE(S) Standard �1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=70,3-6=-70,6-8=-70,2-7=-20 Concentrated Loads(lb) Vert:3=-86(B)6=86(13)13=41(B)9=-536(B)25=-86(B)27=-86(B)28=-86(B)29=-86(B)30=86(B)32=-86(B)33=41(B)34=-41(B)35=411(B)36=-41(B)37=41(B) 38=41(B) 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 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 ANSIfTPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke Fast 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 Tanner Residence T11598859 J33823 B06G Common Girder 1 q JJob Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:04:07 2017 Page 1 ID:YPzWChtsRb_ci4Mj?fNNgjzFubc-yCG4u5Z89FnnoaNO21 bW3CKFVQ14WxJuCJOPzDyyByc -z-0-0 a- 1s-ao 1 - t t- 24-4-0 2s- 2-0-0 4-SO 3-to-8 a 9 3-tao 31a0 0- 8 3-t0-8 I, z-ao 4x6 I I Scale=1:51.0 6.00 12 6 THIS TRUSS IS NOT SYMMETRIC. 6x8 5x10 1 PROPER ORIENTATION IS ESSENTIAL. 45 78 3x4 3x6 0 3 9 1x4 II 1x4 II 7x12 tx4 II M 1x4 II 2 10 1x4 II d 11 d 1 �,, 21 29 15 30 31 14 32 3313 34 12 3536 3x4 — 1x4 II 6)6 =HUS26 8x10 M18SHS = 7x10 M18SHS = 3x10 11 HUS26 5xi6 HUS26 HHUS26-2 HUS26 HUS26 HUS26 HUS26 HUS26 9-10-2 4-SO 2-5 8-38 1z-z-0 14-5-14 16-0-0 131-11 1 11 4-5-0 95 3-11 1.2 2-3-14 2-3-14 tb-2 3-1-11 9-s 45-0 Plate Offsets(X,Y)— [1:0-2-4,0-0-81,[2:0-7-8,Edge],[2:0.5-5,Edge],[2:1-3-15,0-2-11,[2:0-5-14,0-0-0],[5:0-2-8,0-3-0],[5:0-0-0,0-1-12],[7:0-4-8,0-3-0],(7:0-0-0,0-1-12], III 0:0-2-7.Edge1.[11:0-2-4.0-0-81 f13:0-5-0.0-4-81 f14:0-4-8 0-4-81 [15:0-3-0 0-4-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.28 13-14 >9W 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.58 13-14 >508 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Incr NO WB 0.91 Horz(TL) 0.15 10 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-MS Weight:499 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 3-7-9 oc purlins. 1-5,7-11:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x6 SP SS WEBS 2x4 SP No.3*Except` 6-14:2x4 SP No.2 OTHERS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 2=8845/0-8-0,10=11203/0-8-0 Max Horz 2=262(LC 6) Max Uplift 2=-3286(LC 8).10=4089(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=19356/6960,3-4=17670/6420,4-6=14086/5178,6-8=-13713/5042, 8-9=18428/6643,9-10=22933/8137 BOT CHORD 2-16=-6042/17263,15-16=-6042/17263,14-15=-5468/15772,13-14=-5665/16444, 12-13=-7114/20499,10-12=-7114/20499 WEBS 6-14=-4403/12069,8-14=-6047/2211,8-13=-2155/6188,9-13=-4633/1656, 9-12=-1353/3958,3-16=-473/1398,3-15=1704/657,4-14=-4825/1838,4-15=-1777/4937 NOTES- 1)3-ply truss to be connected together with 1 Od(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc. Bottom chords connected as follows:2x6-2 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)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;VuR=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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)except(jt=lb) 2=3286,10=4089. WARNING-Verily design parameters and READ NOTES ON TWS AND INCLUDED M17EK REFERENCE PAGE Mll•7173 rev.10/O3/2015 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 ANSVTPI7 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 Jib Truss Truss Type Qly Ply Tanner Residence T11598859 J33823 BO6G Common Girder 1 Job Reference(optional) .East Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:04:07 2017 Page 2 I D:YPzWChtsRb_ci4Mj?fNNgjzFubc-yCG4u5Z89FrmoaNO21 bW3CKFVQ14WxJuCJOPzDyyByc NOTES- 10) Use Simpson Strong-Tie HUS26(14-10d Girder,4-1Od Truss,Single Ply Girder)or equivalent at 5-6-12 from the left end to connect truss(es)to front face of bottom chord. 11)Use Simpson Strong-Tie HHUS26-2(14-10d Girder,4-1Od Truss)or equivalent at 7-7-11 from the left end to connect truss(es)to front face of bottom chord. 12)Use Simpson Strong-Tie HUS26(14-10d Girder,6-1 Od Truss,Single Ply Girder)or equivalent spaced at 2-3-0 oc max.starting at 9-6-12 from the left end to 21-9-12 to connect truss(es)to front face of bottom chord. 13)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-6=70,6-11=-70,10-23=-20 Concentrated Loads(lb) Vert:28=-1495(F)29=-2003(F)30=-2003(F)31=-1995(F)32=-2018(F)33=2014(F)34=-2015(F)35=-2014(F)36=-2014(F) AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.1"312015 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 verily 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 ANSVTPII 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 a i rJ33823 russTruss Type City Pty Tanner ResidenceT115 C01G ROOF SPECIAL GIRDER 1 1 Job Reference toitlonal • East Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:04:08 2017 Page 1 ID:4nWsQOi?xWdQ3AibDR25Urym_dS-QOgSSRamwYzdQkyCbk6lcPtONgflFPal RzmyVgyyByb 6-M 10-0-0 14-0-0 18-4-0 i 6-" 4-0-0 4-0-0 4-3-12 1 5x8 6)6= Scale=1:39.7 = 6.00 12 2 d 6x6 =N 4x4= US= 3 4 5 m r • r 12 13 10 14 9 8 77x8 = 15 r 11 HUS26 HUS26 U24 6x6 = HUS26 6 6x10 II 8x8 = US= U24 3x10 11 HUS26 U24 U24 6-0-0 10-0-0 14-0 4 18A-0 6-M 4-0-0 4-0� 4-3-12 Plate Offsets(X,Y)— f7:0-2-4.0-4-121.19:0-3-0.0-4-81.f10:0-4-0.0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.11 10-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.17 7-9 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.84 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:169 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-1 oc purlins, BOT CHORD 2x6 SP No.2'Except* except end verticals. 8-11:2x6 SP SS BOT CHORD Rigid ceiling directly applied or 6-2-15 oc bracing. WEBS 2x4 SP No.3`Except* WEBS 1 Row at midpt 1-10,3-10 1-11,5-6:2x8 SP No.2,1-10,4-9,5-7:2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 11=2889/0-8-0,6=2815/0-8-0 Max Horz 11=405(LC 4) Max Uplift 11=1612(LC 4),6=1475(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-11=-2340/1286,1-2=-2031/1202,2-3=-2293/1283,3-4=-3307/1753,4-5=-2424/1297, 5-6=2537/1311 BOT CHORD 10-11=-303/340,9-10=1739/3307,7-9=-1299/2424 WEBS 1-10=1557/2889,2-10=-501/657,3-10=-1808/942,4-9=-660/1279,4-7=-1184/656, 5-7=17011/3332 NOTES- 1)Wind:ASCE 7-10;Vuft=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 11=1612,6=1475. 6)Use Simpson Strong-Tie HUS26(14-1Od Girder,4-1 Od Truss,Single Ply Girder)or equivalent spaced at 10-0-0 oc max.starting at 1-11-4 from the left end to 15-11-4 to connect truss(es)to front face of bottom chord. 7)Use Simpson Strong-Tie U24(4-16d Girder,2-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 7-114 from the left end to 13-11-4 to connect truss(es)to front face of bottom chord. 8)Fill all nail holes where hanger is in contact with lumber. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). r LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 WARNING-Verify design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.IOM312015 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 ANSi1TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East BNd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 r Jo Truss Truss Type Qty Ply Tanner Residence T11598860 J33823 C01G ROOF SPECIAL GIRDER 1 1 Job Reference(optional) .East Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:04:08 2017 Page 2 ID:4n WsQOi?xWdQ3AibDR25Urym_dS-QOgS5RamwYzdQkyCbk6lcPtQNgflFPa 1 RzrnyVgyyByb LOAD CASE(S) Standard Uniform Loads(ptf) Vert:1-2=70,2-3=-70,3-5=-70,6-11=-20 Concentrated Loads(lb) Vert:8=-501(F)10=-513(F)9=-508(F)7=512(F)12=-513(F)13=-513(F)14=-509(F)15=-540(F) Q WARNING-Verify design parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE MII.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 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,we ANSVTPII Quality Criteria,DSB-89 and BCSI Building Component 69N Parke East Blend. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 rJ33823 Truss Truss Type Qty Ply Tanner Residence D01G Monopitch Girder 1 T11598861 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:04:09 2017 Page 1 I D:YPz WChtsRb_ci4Mj?fNNgjzFubc-vbOq JnbOhs5U2uXO9Rd_8dPhKE_P_uAAgd W26yyBya -2-0-0 51 5-13 10-5-3 15-8-0 2-0-0 5-5-13 4-11-5 5-2-13 ' 3x4 11 Scale=1:50.1 6.00 12 6 4x6 i 3x4 i 5 4 3x6ol 4 3 1x4 If 1x4 II 2 d 1 16 17 8 18 19 10 9 7 I • 3x8 =' 3x10 II HUS26 8x8 = 4x6= 7x6 = HHUS26-2 HUS26 HUS26 HUS26 5-5-13 10-5-3 15.8-0 5-5-13 4-11-5 5-2-13 Plate Offsets(X.Y)— r1:0-2-4.0-0-81.r2:0-4-0.0-1-11.f5:0-1-12,0-1-81.f7:0-2-4,0441.19:0-3-8.0-4-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.15 9-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.30 9-10 >612 180 BCLL 0.0 Rep Stress Incr NO WB 0.76 Horz(TL) 0.06 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:253 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-6 oc purlins, BOT CHORD 2x6 SP SS'Except' except end verticals. 7-8:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. WEBS 2x4 SP No.3*Except` WEBS 1 Row at midpt 6-7 6-7:2x8 SP No.2,5-9:2x4 SP No.2,5-7:2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=3869/041-0,7=6223/0-4-0 Max Horz 2=516(LC 8) Max Uplift 2=1448(LC 8),7=2508(1_C 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=8284/2881,3.5=-5136/1793 BOT CHORD 2-10=-2896/7334,9-10=-2896/7334,7-9=1798/4551 WEBS 3-10=-945/2632,3-9=-3171/1251,5-9=-2449/6534,5-7=-6481/2556 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x8-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-4-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc,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)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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)except(jt=1b) 2=1448,7=2508. 8)Use Simpson Strong-Tie HHUS26-2(14-10d Girder,6-10d Truss,Single Ply Girder)or equivalent at 6-9-11 from the left end to connect truss(es)to front face of bottom chord. 9)Use Simpson Strong-Tie HUS26(14-10d Girder,4-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 9-0-1 from the left end to 144-12 to connect truss(es)to front face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard AWARNING.Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev.1"312015 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 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 ANSVTPH Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,21ft N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qry Ply Tanner Residence T11598861 J33823 DO1G Monopitch Girder 1 Job Reference(optional) ,East Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:04:09 2017 Page 2 I D:YPz WChtsRb_ci4Mj?fNNgizFubc-v"JnbOhs5U2uXO9Rd_8dPhKE_P_uAAgd W26yyBya LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-6=70,2-7=-20 Concentrated Loads(lb) Vert:9=-1424(F)16=-2897(F)117=1424(F)18=-1424(F)19=-1396(F) Q WARNING-Verify design parameter and READ NOTES ON TINS AND INCLUDED MITEK REFERENCE PAGE 11,111-7473 rev.I"V2016 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTe k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII 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 Tanner Residence T11598862 J33823 D02 Jack-Closed 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:04:10 2017 Page 1 I D:YPz WChtsRb_ci4Mj?fN NgizFubc-NnyC W 7bOSADLf26bj98DhgyrpeQXjQF Ku HF3aYyyByZ -2-0-0 7-10-12 14-3-0 16-4-0 2-0.0 7-10-12 6-4-4 2-1-0 Scale:1/4"=l' 1x4 II 6.00 12 4x4 6 i 5 3x4 G • ,o 3x4 4 3 1x4 II _ II 4x8 3x4 1x4El 2 N 1Xa II d 1 . 12 11 10 9 3x4 = 3x4 2x4 II 3x4= I 7-10-12 14-3-0 11 :3-016-4-0 7-10-12 6-" 1T-0 Plate Offsets(X.Y)— 11:0-2-4.0-0-81.12:0-1-0.Edgel.18:0-5.8.0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.06 12-18 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.17 12-18 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.45 Horz(TL) 0.02 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:111 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2'Except* BOT CHORD Rigid ceiling directly applied. Except: 5-10:2x4 SP No.3 10-0-0 oc bracing:8-10 WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):8 OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=903/0-8-0,7=721/Mechanical Max Horz 2=539(LC 8) Max Uplift 2=-297(LC 8),7=349(LC 8) Max Grav 2=903(LC 1),7=770(LC 13) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=987/95,3-5=-425/34 BOT CHORD 2-12=-392/837,5-8=171/520,7-8=-138/294 WEBS 8-12=-412/849,3-8=559/259,5-7=-775/364 NOTES- 1)Wind:ASCE 7-10;Vuk=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 fjt=lb) 2=297,7=349. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Y"gypsum sheetrock be applied directly to the bottom chord. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. • Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke Fast BIM. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Oy JPly Tanner Residence T11598863 J33823 D03 Half Hip 1 1 ob Reference o tional •East Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:04:11 2017 Page 1 ID:YPzWChtsRb_ci4Mj?INNgjzFubc-rzWakTceDTLBHChnHsfSE2V?2gISucT7x_c6_WByY -0-0 31413 5.10.15 10.7-3 gee 1 -0 1 2-0-0 3:10-13 2-0.2 4-8-4 4-0.13 1-2-0 3x4= Scale=1:47.3 3x4 = 6.00 12 2x4 11 8 9 7 23 3x4 i 3x4 6 5 1x4 4 1x4 II 3 1 = 1x4 � 1 d 16 1 4xl2 4 2x4 od 1x4 II 18 c N 'S d 1 �3421 20 3x8= 14 2x4= 13 3x4 4.• 4. II 4.M18SHS II 2x4111 2x4 II 2x4 II = 12-1-3 3-10-13 -10-13 10.15 10-7-31-1 14-3-0 15-3-0 184-0 3-10.13 1-0-0 1-0-2 4$4 1-0.0 2-1:13 1.0 1-1-0 Plate Offsets(X.Y)- 11:0-2-4.0-0-81.12:0-2-O.Edoel,t8:0-2-0.0-2-81.H9:0.4-0,0-0-81.121:0-3-0,0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.40 20 >486 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.88 Vert(TL) -0.92 20 >212 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.20 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS 4mLQ� Weight:122 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-5:2x4 SP 285OF 1.8E BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.2*Except* 6-0-0 oc bracing:16-18,11-13 3-15:2x4 SP 2850F 1.8E,7-13:2x4 SP No.3 JOINTS 1 Brace at Jt(s):11 WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation ouide. REACTIONS. (lb/size) 10=763/Mechanical,2=908/0-8-0 Max Horz 2=512(LC 8) Max Uplift 10=333(1-C 8),2=-299(LC 8) Max Grav 10=798(LC 13),2=908(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-26=-918/0,3-4=-1476/362,4-6=-891/159,6-7=368/68,7-8=-316/119,8-9=-284/119, 9-1 O-750/325 BOT CHORD 2-21=262/677,3-19=-392/793,18-19=-655/1470 WEBS 9-11=338/809,6-18=-66/481,11-18=-317/809,6-11=643/264,4-18=770/369 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vu@=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Refer to girder(s)for truss to truss connections. '^ 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 10=333,2=299. 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'/2"gypsum sheetrock be applied directly to the bottom chord. WARNING-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 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,we ANSVTPII 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 TD'04 Ply Truss Type City Tanner Residence T11598864 J33823 Half Hip 1 1 Job Reference o tional .East Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:04:12 2017 Page 1 ID:YPzWChtsRb_ci4Mj?fNNgjzFubc-JA4zxpdHznT2vLGzgaAhmF 16WR09BJgdMbk9eRyyByX i -2.0.0 2-2-13 4-&12 7-111-7 13-0-0 14-9-6 16-0-13 2-40 2-2-13 2-5-15 3-1-10 5-1-9 1-95 1-3-7 ' Sx8 = Scale=1:47.1 6.00 t 2 3x4 =2x4 11 7 8 9 3x4 i 1x4 II 6 5 0 0 1x4 d 4 O 04 5- 1x4 II _ 1x4 11 3x4 00 2 30 = d 16 5x12 = <L �' tx4 II 19 1 d 1 21 20 3x8 2x4 = 14 13 12 17 4x4 = 2x4 II 2x4 II 1x4 II 1x4 II 13-93 15-3-6 160-13 2-2-13 2.8-17 7-10-7 , 13-M 13r3r3 �49-6 96-0-7r 2-2-13 0-6d 5-1-9 5-1-9 -1-0-3 Ems- 6 OE-0 0-9-1 Plate Offsets(X,Y)- f1:0-2-4.0-0-81 f3:0-0-14.0-2-01 f3:0-1-0 Edoel f7:0-6-0.0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.19 20 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.78 Vert(TL) -0.35 3-19 >541 180 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(TL) 0.12 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:122 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2`Except* BOT CHORD Rigid ceiling directly applied. Except: 3-21,8-13:2x4 SP No.3 10-0-0 oc bracing:16-18,11-13 WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 10=682/0-7-4,2=938/0-8-0 Max Horz 2=451(LC 8) Max Uplift 10=291(LC 8),2=-341(LC 8) Max Grav 10=688(LC 13),2=938(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-26=-274/0,3-4=-1393/398,4-5=-1027/268,5-7=-1088/417 BOT CHORD 3-19=-642/1338,18-19=-141/317,8-11=-246/583 WEBS 5-19=-338/239,8-10=597/249,7-19=-417/898,11-18=-1421342,7-11=-402/190, 4-19=-443/234 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuk=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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)except(jt=lb) 10=291,2=341. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and M."gypsum sheetrock be applied directly to the bottom chord. AWARNING-Verify design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE Ulf-7473 rev.10/03/2015 BEFORE USE. Design valid for use only wah MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTe k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,we ANSlfTPl1 Quality Criteria,DSB-89 and SCSI Building Component 69G4 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 • f Job ' Truss Truss Type Qty Ply Tanner Residence T11598865 J33823 D05 Half Hip 1 1 Job Reference o tional • East Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:04:13 2017 Page 1 I D:YPzWChtsRb_ci4Mj?fNNgjzFubc-nMeL99evk5bvVWgAOHhwJTaJOrKwwotmbFTjBtyyByW t -2-a0 6-9-8 11-a0 135-0 1a-s-0 F 16 2-0-0 2-1-0 4-9-8 2.5A 1-4-0 1-3-0 4x8= Scale=1:37.9 6.00 12 2x4 11 3x4 = 6 7 8 3x4 i 1 x4 5 4 d c1 c� d 1x4 11 3 2x4 II o 1x4 II d 2 3x4= d 17 15 4x12 = N , 3x8= 4 ix4 11 2x4 = d 1 18 2x4 II 11 19 16 13 12 3x4 II 2x4 II 2x4 II 2x4 II 14-9-0 16-M 2-1-0 !.A 11-0-0 135-0 1 11 3 2-1-0 8-5-0 2-5-0 SO 0.10.0 a30 Plate Offsets(X.Y)— t1:0-2-4 0-0-81.r3:0-1-4.D-0-Ol,f6:0-5-4.0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.23 3-17 >819 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.68 3-17 >280 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.26 Horz(TL) 0.15 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:105 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural woad sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2`Except' BOT CHORD Rigid ceiling directly applied. Except: 3-19,13-15,7-12:2x4 SP No.3 10-0-0 oc bracing:10-12 WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):10 OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation auide. REACTIONS. (lb/size) 9=670/0-8-0,2=940/0-8-0 Max Horz 2=395(LC 8) Max Uplift 9=-267(LC 8),2=363(LC 8) Max Grav 9=670(LC 1),2=940(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-4=1073/345,4-6=646/193,8-9=-605/247 BOT CHORD 3-19=-261/117,3-17=-493/989 WEBS 4-17=-543/319,6-17=-60/372,8-10=247/614,10-17=205/543,6-110=418/171 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vufl=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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)except(jt=lb) 9=267,2=363. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and M. gypsum sheetrock be applied directly to the bottom chord. N AWARNING•Verify design parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10109/2015 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 es 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 MOW 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/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 t rJ33823 Truss Truss Type Qty Ply Tanner ResidenceT11598866 D06 Half Hip 1 1 Job Reference o tional • East Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:04:13 2017 Page 1 I D:YPz WChtsRb_ci4Mj?fNNgjzFubc-n McL99evk5bvVWgAOHhwJTalnrM?wnmmbFTjBtyyByW r 2-0-0 21-0 9-0.0 13-5-o i 1a9-0 t6-0-o r 2r .00 2-t—� 6-11-0 1�a0 �� ' 7x10 M18SHS= Scale=1,35.7 2x4 11 3x4 = 4 5 6 6.00 12 • lV Q • f � f 2x4 I I lx4 II 13 4x12= A 2 4x4 = d 16 15 .4 1x4 II 1 40 = 3x4 = c' 1 ° 18 17 11 10 9 14 2x4 = 3x4 = 2x4 11 2x4 II 4x4= 2x4 II 2x4 II 14-9-0 2-1-0 -7-0 9-0-0 13-" 1 11 5- 16-0-0 2-1-0 6-5-0 45-0 0.10-0 0.9-0 Plate Offsets(X Y)— 11:0-2-4 0-0-81 r3:0-1-8 o-o-01 f4:0-7-0 0-2-01 r18:0-0-8 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.27 3-16 >696 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.54 3-16 >354 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.33 Horz(TL) 0.16 7 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix-AS Weight:96 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2`Except' BOT CHORD Rigid ceiling directly applied. Except: 2-17:2x4 SP No.1,3-18,11-13,5-10:2x4 SP No.3 10-0-0 oc bracing:8-10 WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):8 OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation nuide. REACTIONS. (lb/size) 7=664/0-8-0,2=94610-8-0 Max Horz 2=340(LC 8) Max Uplift 7=-263(LC 5),2=-386(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-4=913/272,4-5=-329/151,5-6=-306/132,6-7=583/237 BOT CHORD 3-18=-347/187,3-16=-319/749,5-8=-282/218 WEBS 6-8=293/667,8-16=325/695,4-8=495/208 NOTES- 1)Wind:ASCE 7-10;Vuft=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 24)-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)except(t=lb) 7=263,2=386. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'%"gypsum sheetrock be applied directly to the bottom chord. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.fOPo312015 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 ANSUTP11 Qualhy 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 Jdo t Truss Truss Type Qly Ply Tanner Residence T11598867 J33823 D07G Half Hip Girder 1 Job Reference o tional .East Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:04:15 2017 Page 1 I D:YPz WChtsRb_ci4Mj?fNNgjzFubc-jll5Zgf9Girdmp_Y WikOOufdcf2SOgU32ZygFawByU i -2-0-0 2-1-0 7-0-0 10-2-8 13-5-0 14-9-0 ts-0-o �T 2-1-0 411-0 3-2-832-8 1-4-0 Scale=1:32.6 5x8= 3x4 = 2x4 II 4x6 = 4 27 5 28 29 6 30 7 n 6.00 12 d r 171 r r 1x4 II 4x12 =2x4 II d 1 x4 I I _ 0 2 3x8 d 18 31 17 16 32 33 tx4 II 1x4 II 5x10 = o r 1 r r 20 19 15 12 11 10 3.= 2x4 11 2x4 II 2x4= 6x6 11 2x4 11 2x4 II 13-5-0 2-1-0 3-2-8 0-f0-0 SO 0-&4 Plate Offsets(x.Y)- fl:0-2-4.0-0-81.r2:0-3-8.Edge1 f3:0-7-8.0-0-41 r3:0-0-4.0.4-8t.14:0.1-12.0-3-Ot.116:0-0-0.0-1-121 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.22 19 >858 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.41 19 >462 180 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(TL) 0.16 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:205 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1'Except' TOP CHORD Structural wood sheathing directly applied or 4-11-9 oc purlins, 4-7:2x6 SP No.2 except end verticals. BOT CHORD 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-19,3-16:2x4 SP No.1,10-15,8-9,13-16:2x4 SP No.2 6-0-0 oc bracing:2-20,11-12. WEBS 2x4 SP No.3*Except* 10-0-0 oc bracing:9-11 7-8:2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 8=1617/0-8-0,2=1559/0-8-0 Max Horz 2=279(LC 8) Max Uplift 8=-675(LC 5),2=679(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-25=-445/76,3-4=-2831/1149,4-5=2322/991,5-6=-1180/512,6-7=-1176/505, 7-8=1442/610 BOT CHORD 3.18=-1093/2520,17-18=-1112/2572,14-17=114/351,13-14=-136/433,9-13=-24/270, 6-9=476/272 WEBS 4-18=-323/919,4-17=-357/166,9-17=-902/2020,7-9=-740/1719,5-9=-1205/515 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-7-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;VuK=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. It;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. -.6)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 7)This truss has been designed for a 10.0 psf bottom chord live bad 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)except(jt=lb) 8=675,2=679. WARNING-Verify design perimeters and READ NOTES ON TENS AND INCLUDED MITEK REFERENCE PAGE 1101.7473 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 ANSVTP11 Quality Criteria,DSB-89 and BCSI Building Component 69N Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tamps,FL 36610 �Jo b ' Truss Truss Type QtyPly Tanner ResidenceT11598867 33823 D07G Half Hip Girder 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:04:15 2017 Page 2 I D:YPzWChtsRb_ci4 Mj?fNNgjzFubc-jll5Zgf9Girdmp_Y WikOOufdcf2SOgU32Zyq F myyByU NOTES- 10) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)186 lb down and 153 lb up at 7-0-0,196 lb down and 146 lb up at 9-0-12,197 lb down and 146 lb up at 10-10-12,and 182 lb down and 127 lb up at 13-0-12,and 273 lb down and 161 lb up at 15-0-12 on top chord,and 593 lb down and 274 lb up at 7-0-0,88 lb down and 37 lb up at 9-0-12,91 lb down and 37 lb up at 10-10-12,and 116 lb down and 53 lb up at 13-0-12,and 17 lb down at 15-3-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Un'Iform Loads(plf) Vert:1-3=70,3-4=-70,4-7=-70,20-24=-20,19-20=-20,3-14=-20,12-15=-20,11-12=-20,10-11=-20,8-9=-20 Concentrated Loads(lb) Vert:4=-121(B)10=-5(B)118=593(B)27=-121(13)28=122(B)29=101(B)30=227(B)31=-84(B)32=-85(B)33=-115(B) Q WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10109/2015 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 ANSVTPli Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Jdb Truss Truss Type Qty Ply Tanner Residence T11598868 J33823 E01G Common Girder 1 Job Reference o tional 4East Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:04:16 2017 Page 1 ID:YPzWChtsRb ci4Mj?fNNgjzFubc-BxJTnAgn1OzUNzZ13QFdx5CtV3Uy7AxCHDiNnCyyByT 2-0-0 3-7-8 641-8 9-9-8 13-5-0 15-5 0 2 0 0 3-7-8 3-1-0 3-1-0 3-7 8 2-0-0 Scale=1:29.8 4x4 = 4 6.00 12 3x4 i 3x4 3 5 6 2 rn b 3x4= 22 t e 10 9 e 23 1 3x4 7 1 3x4= HUS26 11 4x8 — 4x4 = 8 HUS26 3x4 = 2-1:8 2-11 -4 4-3-0 4-3-0 2-1-8 Plate Offsets(X.Y)— 11:0-2-4.0-0-81.12:0-0-4,Edgel.16:0-0-4,Edael,17:0-2-4.0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.01 8-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.40 Vert(TL) 0.02 8-10 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.24 Horz(TL) -0.01 8 n/a n/a BCDL 10.0 Code FBC2014rfP12007 Matrix-MS Weight:175 Ito FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 11=2548/0-8-0,8=3219/0-8-0 Max Horz 11=159(LC 6) Max Uplift 11=1148(LC 8),8=1534(LC 8) Max Grav 11=2554(LC 17),8=3225(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=893/1358,3-4=415/658,4-5=-419/654,5-6=-1222/2099 BOT CHORD 2-11=1127/896.10-11=-1 127/894,8-1 0=1 759/1172,6-8=-1 75911172 WEBS 4-10=-773/465,3-11=-866/514,5-8=-14411774.3-10=-350/615,5-10=-639/1271 NOTES- 1)2-ply truss to be connected together with t 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:2x6-2 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)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vuft=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6)All plates are 1x4 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.Opsf on the bottom Chord in all areas where a rectangle 3-6-0 tall by 2-&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)except(jt=lb) 11=1148,8=1534. 10)Use Simpson Strong-Tie HUS26(14-10d Girder,4-10d Truss)or equivalent at 1-10-4 from the left end to connect truss(es)to front face of bottom chord. 11) Use Simpson Strong-Tie HUS26(14-10d Girder,6-10d Truss,Single Ply Girder)or equivalent at 11-10-4 from the left end to connect truss(es)to front face of bottom chord. 12)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard Q 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 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 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 I Job Truss Truss Type Qly Ply Tanner Residence T11598868 J33823 E01G Common Girder 1 Job Reference(optional) • East Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:04:16 2017 Page 2 ID:YPzWChtsRb_ci4Mj?fNNq)zFubc-BxJTnAgn 10zUNzZl3QFdx5CtV3Uy7AxCHDiNnCyyByT LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=70,4-7=-70,2-6=-20 Concentrated Loads(lb) Vert:22=-1912(F)23=-2359(F) Q WARNING-Verity 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 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 BCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 f Job Truss Truss Type Qty Ply Tanner Residence T71598869 J33823 E02 Common 1 1 Job Reference(optional) ♦ East Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:04:17 2017 Page 1 I D:YPzWChtsRb—ci4Mj?fNNgjzFubo-g7ts—WhPoJ5L?78xd7msTJ14SSu3sdwMVtRwKeyyByS -2-M 6-8-8 13-5-0 15-5-0 , 2-0-0 6-8-8 6-8-8 2-0-0 Scale=1:28.3 4x4 = 4 6.00 12 � 3x4 3x4 °D 5 3 6 2 cn rI I� o R t d g e t 7 1 3x4 = 10 4x8 = 8 3x4= 0 1-9-7 -3-1 6-8-8 10-11-8 1 -3 13-5-0 1-9-7 -5-1 4-5-6 4-3-0 -4 2-1-8 Plate Offsets(X,Y)— 11:0-2-4.0-0-81.f2:0-0-4,Edoel.f6:0-0-4.Edgel.f7:0-2-4.0.0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.01 9-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.15 Vert(TL) -0.02 9-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.01 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:77 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10=729/0-11-5,8=76710-8-0 Max Horz 10=161(LC 7) Max Uplift 10=445(1_C 8),8=-349(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=437/441,5-6=-368/503 BOT CHORD 2-10=-343/488,9-10=-343/488,8-9=-400/439,6-8=-400/439 WEBS 3-10=-630/423,5-8=680/361,3-9=-272/461,5-9=-210/513 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuft=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4)All plates are 1x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(lt=lb) 10=445,8=349. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%2"gypsum sheetrock be applied directly to the bottom chord. A 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 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 ANSIITPN Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 1 Jo,ti—� Truss Truss Type City [ly Tanner Residence T11598870 J33823 E03 Hip 1 1 Job Reference o tional i-East Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:04:18 2017 Page 1 ID:YPzWChtsRb_ci4Mj?tNNgjzFubc-BJRECshl ZdDCdGj7BgH50WHDXs6Vb68VkXBUs5yyByR 2 5-6-0 7-11-0 13-5-0 15-5-0 2-0-0-0-0 5-6-0 2-5-0 5-6-0 2-0-0 Scale=1:30.5 4x8 = 4x4 = 3 22 23 4 6.00 12 m 1x4 II 1x4 II 1x4 II 2 5 1x4 II m m d 1 x4 I I t x4 I I 1d 1 8 7 6 3x4 = 1 x4 11 3x4 = 3x8 11 4x4 = 5-6-0 7-11-0 12-7-13 135-0 5-6-0 2-5-0 4-8-13 0-9-3 Plate Offsets(X.Y)— 11:0-2-4,0-0-81.f3:0-5-4 0-2-01,f5:0-0-4.Edgel 15:0-1-8 Edcel.16:0-2-4 0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.04 18 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.06 8-17 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:69 lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer WEDGE Installation guide. Right:2x4 SP No.3 REACTIONS. (lb/size) 2=708/0-8-12.5=788/0-11-2 Max Horz 2=139(LC 7) Max Uplift 2=-332(LC 8),5=-371(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=708/221,3-4=470/198,4-5=-623/183 BOT CHORD 2-8=27/593,7-8=-27/600,5-7=-8/480 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuft=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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)except(jt=lb) 2=332,5=371. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'% gypsum sheetrock be applied directly to the bottom chord. r A WARNING-Verify design parameters and READ NOTES ON TINS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.1"312015 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 ANSVTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2111 N.Lee Street,Suite 312,Alexandria,VA 22314, Tampa,FL 36610 t 1 Job Truss Truss Type Qty Ply Tanner Residence T11598871 J33823 E04 Hip Girder 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:04:19 2017 Page 1 ID:YPzWChtsRb_ci4Mj?fNNgjzFubc-cW?cPCigKxL3EQIJIYoKYkgMbGV KZZfzBwlOXyyByQ 2-0-0 23-12 3-11-14 9-5-2 11-1-4 13-5-0 155-0 2-0-0 2 3-12 1-8-2 5-5-3 �1-8.2 2� 21 Scale=1:29.8 4.24 12 4x8 = 4x4 = 4x10 25 4 26 27 28 29 5 30 4x10 6.00 12 3 6 tV 7 2 13 h0 -FaI� 12 31 11 32 33 10 34 9 t e 8 d d 3x4 = US= 3x4= 3x4 = 2312 3-11-14 M-2 11-1-4 13 0 2312 1-8-2 5-5-3 1�-2 2312 Plate Offsets(X,Y)— 11:0-2-4.0-0-81.12:0-0-4,Edoel 14:0-5-4 0-2-01,f7:0-0-4.Edael.f8:0-2-4 0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.03 10-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.45 Vert(TL) -0.11 10-11 >999 180 BCLL 0.0 Rep Stress Ina NO WB 0.12 Horz(TL) 0.03 7 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-MS Weight:76 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-14 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 2=882/0-8-0,7=879/0-8-0 Max Horz 2=-95(LC 6) Max Uplift 2=-421(LC 8),7=-421(LC 8) Max Grav 2=982(LC 29),7=976(LC 30) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=1380/400,3-4=1482/484,4-5=1390/474,5-6=-1465/480,6.7=1365/398 BOT CHORD 2-12=263/1197,11-12=-260/1188,10-11=-342/1443,9-10=-267/1199,7-9=-270/1208 WEBS 3-11=-1 42/321,6-1 0=-1 421318 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuft=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5)All plates are 1x4 MT20 unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=421,7=421. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)174 lb down and 54 lb up at 2-3-12,109 lb down and 58 lb up at 3-6-0,104 lb down and 71 lb up at 3-11-14,114 lb down and 69 lb up at 5-3-9,113 lb down and 69 lb up at 7-3-9,104 lb down and 71 lb up at 9-5-2,and 109 lb down and 58 lb up at 9-11-0,and 174 lb down and 54 lb up at 11-1-4 on top chord,and 40 lb down and 7 lb up at 2-3-12,40 lb down and 2 lb up at 3-6-0,137 lb down and 73 lb up at 3-11-14, 43 lb down at 5-3-9,43 lb down at 7-3-9,137 lb down and 73 lb up at 9-3-9,and 40 lb down and 2 lb up at 9-11-0,and 40 lb down and 7 lb up at 11-1-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. fr 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard ,&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 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 ANSIITPII 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 ♦_ r Job j JTruss Truss Type Qty Ply Tanner Residence T11598871 J33823 E04 Hip Girder 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:04:19 2017 Page 2 ID:YPzWChtsRb_ci4Mj?fNNgjzFubo-cW?cPCigKxL3EQIJIYoKYkgMbGV KZZfzBwlOXyyByQ LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=70,3-4=-70,4-5=-70,5-6=-70,6-8=-70,19-22=-20 Concentrated Loads(lb) Vert:4=-13(B)5=13(B)12=7(B)11=108(B)10=108(B)9=7(B)26=-13(B)29=-13(B)31=2(B)32=-8(B)33=-8(B)34=2(B) i tAWARNING-Verify design parameter and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 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 ANSIrTPl1 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,Alexantlria,VA 22314. Tampa,FL 36610 r Truss Truss Type Qty Ply Tanner Residence T11598872 J33823 F01 JACK-CLOSED 3 1 Job Reference o Sonal .East Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:04:20 2017 Page 1 I D:YPz WChtsRb_ci4Mj?fNNgjzFubc-4iZ_dYj I5ETwsatW I FJZ5xNaOgr83vroC rgbwzyyByP 2-0-0 6-3-8 12-0-0 6-3-8 6-0-8 • Scale=1:39.2 6.00 12 1x4 II 5 3x4 i 4 3x4 G 3 1x4 II 1x4 II 2 �r 1 x4 11 141 d r a 1 • r 8 7 3x4 = 6 - 1 x4 11 5x5 = 6-3-8 12-4-0 6-3-8 6-M Plate Offsets(X.Y)— f1:0-2-4,0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.09 6-8 >9W 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.39 Vert(TL) -0.11 6-8 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.57 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix-AS Weight:69 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=715/0-8-0,6=527/Mechanical Max Horz 2=428(LC 8) Max Uplift 2=-512(LC 8),6=-502(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=735/368 BOT CHORD 2-8=560/586,6-8=-560/586 WEBS 3-8=234/271,3-6=-666/636 NOTES- 1)Wind:ASCE 7-10;Vuk=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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(jt=lb) 2=512,6=502. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord andY.'gypsum sheetrock be applied directly to the bottom chord. V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rw.f0/07/2015 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 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 ANSIfTPlt Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East BNd. 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 Tanner Residence T11598873 J33823 F02 MONOPITCH 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:04:20 2017 Page 1 I D:YPzWChtsRb_ci4Mj?fNNgjzFubrAiZ_dYjl5ETwsatWIFJZ5xNaSgty308oCrgbwzyyByP -2-M 6-3-8 12-4-0 2-0-0 6-3-B 6-0-8 = 6.00 12 2x4 II Scale 140.2 5 3x4 4 3x4 i 3 1x4 II 1x4 II 2 �r 1x4 II O • N 1 • a 1x4 I I 3x4 = x = 9 8 7 6 3x4 = 5-4-0 6-3-8 12-4-0 5-4-0 0-11, 6-" Plate Offsets(X.Y)— f1:0-2-4.0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.03 6-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.27 Vert(TL) -0.07 6-8 >975 180 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(TL) -0.00 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:69 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 7-0-0 except(jt=length)2=0-8-0,9=0-3-8. (lb)- Max Horz 2=428(LC 8) Max Uplift All uplift 100 lb or less atjoint(s)8 except 2=-277(LC 8),6=-171(LC 8),9=-234(LC 5) Max Grav All reactions 250 lb or less at joint(s)9 except 2=447(LC 1),8=580(LC 13),6=274(LC 13) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 3-8=424/231 NOTES- 1)Wind:ASCE 7-10;VuK=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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)8 except(jt=1b) 2=277,6=171,9=234. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'/z gypsum sheetrock be applied directly to the bottom chord. i Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev.10/O3/2015 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 ANSIITPI1 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 r Sob Truss Truss Type Qty Ply Tanner Residence T11598874 J33823 F03 HALF HIP 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:04:21 2017 Page 1 I D:YPz WChtsRb_ci4Mj?fNNgizF ubc-Yu6MqukwsYbnU kSiszrce9vnb4DloPtyQVP8TPyyByO -2-0-0 5-5-4 1-0-4-012-4-0 22 00 5-54 4-10-12 2-M n 04 = 3x4 = Scale=1:34.6 6Do 12 5 6 3x4 i 3x4 i 4 3 tx4 II 2 ..4 1x4 II l d r N 1 e a 10 9 6 7 d 1 x4 I I 3x4 = 3x8 = 3x6 I I 5-54 104-0 12-4-0 5-54 4-10-12 I 2Z Plate Offsets(X.Y)— 11:0-2-4,0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.05 8-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(TL) -0.05 8-10 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.33 Horz(TL) 0.01 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:80 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=529/Mechanical,2=712/0-8-0 Max Horz 2=377(LC 8) Max Uplift 7=-481(LC 8),2=533(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=768/446,3-5=-273/125,6-7=-521/476 BOT CHORD 2-10=-590/622,8-10=-590/622 WEBS 3-8=518/493,6-8=-491/516 NOTES- 1)Wind:ASCE 7-10;Vuft=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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(jt=lb) 7=481,2=533. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum sheetrock be applied directly to the bottom chord. i WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7173 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 MiT®k- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,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 Tanner Residence T11598875 J33823 F04 HALF HIP 1 1 Job Reference o tional . East Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:04:22 2017 Page 1 I D:YPzWChtsRb_ci4Mj?fNNgjzFubc-05g11 ElYdske5uOuQgM 1 AMSyLT WtXtr5f99h?syyByN -2-0-0 4-5-4 8-4-0 12-4-0 J 20, 4-5-4 3-10-12 4-M 4x4 = 3x4 Scale=1:28.6 = 4 5 6.00 12 1x4 3 e 1x4 II 2 d 1x4 II II t t N e t 7 6 1 d 34 = 3x6 II 4x4 = 8-4-0 12-4-0 8-4-0 4-0-0 Plate Offsets(X.Y)— 11:0-2-4.0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.17 7-13 >874 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.50 Vert(TL) -0.20 7-13 >728 180 BCLL 0.0 Rep Stress Incr YES WB 0.28 HOrz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:72 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/Size) 6=528/Mechanical,2=713/0-8-0 Max Horz 2=321(LC 8) Max Uplift 6=-454(LC 8),2=-560(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=765/435,3-4=-459/318,4-5=-348/322,5-6=509/427 BOT CHORD 2-7=550/637 WEBS 3-7=327/255,5-7=-481/511 NOTES- 1)Wind:ASCE 7-10;VuR=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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(jt=lb) 6=454,2=560. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord andY.'gypsum sheetrock be applied directly to the bottom chord. A WARNING-Verify design parameters and READ NOTES ON TIIIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �- a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal injury and property damage, For general guidance regarding the fabrication,storage,delivery,erection and braong of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 f b Truss Truss Type Qty Ply Tanner Residence T71598876 J33823 F05 ROOF SPECIAL 1 1 Job Reference o tional .East Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:04:22 2017 Page 1 ID:YPzWChtsRb_ci4Mj?fNNgjzFubc-05g11 ElYdske5u0uQgM1 AMSylTZ2XuO5f99h?syyByN 2 0-0 6-4-0 10-4-0 124-0 2 0 0 6-4-0 4-0-0 2_M Scale=1:27.9 3x4 r- 5 4x8— 4x4= 3 6.00 12 co 1x4 II 2 " 4 d 1x4 II I LU t R 9 8 7 6 1 3x4 = d 1 x4 I I 3x8= 3x6 11 3x4= 64-0 104-0 12-0-0 6-4-0 4-M 2-0-0 Plate Offsets(X.Y)— f1:0-24.0-0-81.f3:0-5-4 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.08 9-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.29 Vert(TL) -0.09 9-15 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.24 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:73 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 6=52 1/Mechanical,2=72110-8-0 Max Horz 2=316(LC 8) Max Uplift 6=450(LC 8),2=564(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=677/415,3-4=-271/191,4-5=-352/255,5-6=490/411 BOT CHORD 2-9=478/520,7-9=486/525 WEBS 3-7=332/334,4-7=-335/220,5-7=-535/641 NOTES- 1)Wind:ASCE 7-10;Vuft=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 bad 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 Clearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) • 6=450,2=564. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and''/"gypsum sheetrock be applied directly to the bottom chord. 7 WARNING-Verity 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 braung of trusses and truss systems,see ANSIfTPII 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 Tanner Residence T11598877 J33823 F06 ROOF SPECIAL 1 1 ob Reference o Uonal /A,East Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:04:23 2017 Page 1 ID:YPzWChtsRb—ci4Mj?fNNgjzFubc-UHE7FalAO9sVj2b5 OIHja?75txuGHFEupuFXlyyByM -2-0-0 4-4-0 8-4-0 12-4-0 r 2-0-0 44-0 4-0-0 4-0-0 Scale=1:27.9 3.4 i 5 4x8= 4x4= 3 15 46-,1-2 M 1x4 II 2 0 lx4 II 4 1 7 6 11 5x8= 2x4 11 44-0 8A-0 12-4-0 44-0 4-M 4-0-0 Plate Offsets(X,Y)— r1:0-2-4.0-0-81.f3:0-5-4 0-2-01.f7:0-2-12 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.05 7-8 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.19 Vert(TL) -0.06 7-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix-AS Weight:71 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=53 1/Mechanical,2=710/0-8-0 Max Horz 2=316(LC 8) Max Uplift 6=-460(LC 8),2=-554(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=805/545,3-4=-652/451,4-5=-790/564,5-6=488/395 BOTCHORD 2-8=611/663,7-8=-619/668 WEBS 4-7=603/392,5-7=-774/931 NOTES- Wind:ASCE 7-10;Vuh=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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(R=1b) • 6=460,2=554. 8)This truss design requires that a minimum of 7/16•structural wood sheathing be applied directly to the top chord and''/z gypsum sheetrock be applied directly to the bottom chord. AWARNING-Verily design parameters and READ NOTES ON TINS AND INCLUDED WTEK REFERENCE PAGE 01,1II.7473 ray.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 WOW 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 ANSlITPI1 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 Tanner Residence T11598878 J33823 F07G ROOF SPECIAL GIRDER 1 1 Job Reference o tional . East Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:04:24 2017 Page 1 I D:YPzWChtsRb_c14Mj?fNNgjzFubc-yToVSvmo9T_LL BAHX50W FnXDSHBB?m506Teo4kyyByL 6-4-0 9-2_4 12-4-0 2-0-0 2-4-0 4-M 2-10-4 3-1-12 ` Scale=1:28.0 3x4 II 5 4x8 4x4 = 0 • 3 6.00 12 m 1x4 II ¢ 2 's 1x4 II I d e 9 18 8 7 6 1 d 1x4 II 3x4= 3x4 = 4x4 = 3x4= 2-4 6-4-0 9-2-4 12-4-0 _ 2-4-0 4-M 2-10_4 3-1-12 Plate Offsets(X.Y)- 11:0-2-4.0 0-81.13:0-5-4.0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.15 6-8 >958 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.17 6-8 >850 180 BCLL 0.0 Rep Stress Incr NO WB 0.36 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:68 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-3 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2" SP No.3 BOT CHORD Rigid ceiling directly applied or 5-1-15 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 4-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=546/Mechanical,2=766/0-8-0 Max Horz 2=316(LC 8) Max Uplift 6=-473(LC 8),2=-583(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=941/645,3-4=-1424/1001 BOT CHORD 2-9=699/799,8-9=-706/806,6-8=-1158/1434 WEBS 3-8=500/647,4-6=-1432/1152 NOTES- 1)Wind:ASCE 7-10;Vuk=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi--0.18;MWFRS(directional);cantilever left and right exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 bad 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 Ib uplift at joint(s)except(jt=lb) 6=473,2=583. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)88 lb down and 71 lb up at 2-4-0,and 98 lb down and 64 lb up at 4-4-12,and 34 lb down and 85 lb up at 64-0 on top chord,and 239 lb down and 24 lb up at 2-4-0,and 65 lb down and 3 lb up at 4-4-12,and 15 lb down at 6-4-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 WARNING-Verl/y design parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE 01111.7473 rev.10/03/2075 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 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 MOW 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 ANSIrrPl1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 a Job Truss Truss Type Qty Ply Tanner Residence T11598878 J33823 F07G ROOF SPECIAL GIRDER 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:04:24 2017 Page 2 I D:YPzWChtsRb_ci4Mj?fNNgjzFubc-yToVSvmo9T_L LBAHX50W F nXDSHBB?m5O6Teo4kyyByL LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-3=70,3-4=-70,4-5=-70,6-13=-20 Concentrated Loads(lb) Vert:3=-1(F)4=-2(F)9=-49(F)8=-1(F)17=-1(F)18=16(1`) 7 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-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 ANSITTPIf 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 s r Job Truss Truss Type Oty Ply Tanner Residence T11598879 J33823 H01 MONOPITCH 5 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:04:25 2017 Page 1 I D:YPzWChtsRb_ci4Mj?fNNgjzFubc,RgMtgFnRwn6CzLIT5pvlo?40fhZrklyXL7NLcByyByK -2-M 6-M 2.0.0 6-0-0 • Scale=1:23.0 2x3 II 3 6.00 12 1x4 II 2 <n �I 1x4 II E C g S � N 1 42.3 II 0 1x4 II 34= 6-M 6-M Plate Offsets X,Y)— 11:0-2-4.0-0-81.12:0-0-8,Edael 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 0.44 Vert(LL) 0.13 4-10 >533 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.35 Vert(TL) -0.14 4-10 >497 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014rrPI2007 Matrix-AS Weight:30 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 4=238/0-8-0,2=434/0-8-0 Max Horz 2=251(LC 8) Max Uplift 4=-220(LC 8),2=-339(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuR=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=24tt;eave=4ft;Cat. Il;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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)except(jt=lb) 4=220,2=339. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%gypsum sheetrock be applied directly to the bottom chord. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-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,notes 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,we 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 1 f Job Truss Truss Type Qty Ply Tanner Residence T71598880 J33823 MV2 Valley 2 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:04:25 2017 Page 1 I D:YPzWChtsRb_ci4Mj?fNNgjzFubc-RgMtgFnRwn6CzLIT5pvto?4WehegklyXL7NLcByyByK 2-0-0 2-0-0 • Scale=1:7.8 2 6.00 12 0 d 1 3 it 2X3 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-P Weight:5 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=62/2-0-0,2=48/2-0-0,3=14/2-0-0 Max Horz 1=39(LC 8) Max Uplift 1=-12(LC 8),2=36(LC 8) Max Grav 1=62(LC 1),2=53(LC 13),3=28(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuB=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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)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. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,2. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rw.fONL2015 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 Tanner Residence T11598887 J33823 MV4 Valley 2 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 14 09:04:26 2017 Page 1 I D:YPz WChtsRb_ci4 Mj?fN NgizFubo-vswFtbo3g4E3aVKgfWQ_KCccn5xMTICham7v8dyyByJ 4-" 4-M • Scale=1:12.8 2 2x3 II 6.00 12 1 3 2x3 ! 24 II I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.21 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-P Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. �ffe.lt.re commends that Stabilizers and required cross bracing inledduring truss erection,in accordance with Stabilizer tallation guide. REACTIONS. (lb/size) 1=146/4-0-0,3=146/4-0-0 Max Horz 1=90(LC 8) Max Uplift 1=-29(LC 8),3=74(LC 8) Max Grav 1=146(LC 1),3=156(LC 13) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuR=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=45ft;L=2411t;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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. WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ��• a truss system.Before use,the 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 ANSIITPI1 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 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3/ " Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 4 offsets are indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or X-bracing,is always required. See BCSI. TOP CHORDS U_�16 C1-2 C2-3JC5-6 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves WEBS may require bracing,or alternative Tor I T of p bracing should be considered. _ �' O 3. Never exceed the design loading shown and never dU stack materials on inadequately braced trusses. p4. Provide copies of this truss design to the building C7-8 C6-7For 4 x 2 orientation,locate � designer,erection supervisor,property owner and plates 0- 'hA'from Outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to 4 x 4 to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless Otherwise Shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values 14.Bottom chords require lateral bracing at spacing, BEARING g y or less,if no ceiling is installed,unless otherwise noted. established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. __ 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. A 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, MiTek 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:Mll-7473 rev. 10/03/2015 •