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Home My WebLink AboutTRUSSJ Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RE: 29624 - 29624-LiCausi, Steve-LiCausi Res $ite Information: Customer Info: LiCausi, Steve Project Name: LiCausi Res Model: Lot/Block: Subdivision: Address: 4905 River Place City: Ft. Pierce State: St. Lucie County, F MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 336104115 Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014ITP12007 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 [All Heighll Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 57 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 61 G1 5-31'.003. section 5 of the Florida Board of. Professional Engineers Rules. No. Seal# Truss Name Date 118 No. Seal# :]fuss Name Date 1 IT11769806 I A01 8/7/17 1 T11769823 Al 817/17 12 IT11769807 IA02 18/7/17 119 IT11769824 IA19G "" 18/7/17 I 13 I T11769808 I A03 18/7/17 120 I T11769825 I B01 18/7/17 1 I4 I T11769809 I A04 1817117 121 I T11769826 I B02 18f1/17 1 15 I T11769810 I A05 18/7/17 122 I T11769827 1 B03G 1817117 I 16 I T11769811 I A06 18/7/17 123 1 T11769828 I C01 18/7/17 1 17 I T11769812 I A07 1817/17 124 I T11769829 I CO2 1817/17 I 18 1T11769813IA08G 1817/17 125 1 T1 1769830 1 CO3G 18/7/17 1 19 I T11769814 I A09 18/7/17 I26 I T11769831 I MV1 18/7/17 I 110 1 T11769815 I A10 18/7/17 127 1 T11769832 I MV2 18/7/17 1 111 I T11769816 ]All 18/7/17 128 I T11769833 I MA 18/7/17 I 112 1 T11769817 I Al2 18f7/17 129 1 T11769834 I MV4 1817/17 1 113 I T11769818 I A13 18/7/17 130 I T11769835 1 MV6 1817/17 I 114 IT11769819IA14G 18/7/17 131 1 T1 1769836 1 MV8 18/7/17 J 115 I T11769820 I A15 18/7/17 132 I T11769837 I PB01 18/7/17 1 116 1 T11769821 I A16 18/7/17 133 1 T11769838 1 PB02 18/7/17 1 117 I T11769822 I A17 18/7/17 134 1 T11769839 1 P B03 18/7/17 1 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by East Coast Truss. Truss Design Engineer's Name: Albani, Thomas 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 that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTeWs customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSVTPI 1, Chapter 2. 1.11 A, No 3.9380 dr -70 �.O Thomas L.Albarii'PE No:3930 MtTekfuk Inc; FL1306634 6904Parke, MiBIATaM4FL336f0 �J Date:. Fide CAUX2017 Alban, Thomas 1 of 2 I RE: 29624.- 29624-LiCausi, Steve-LiCausi Res Site Information: Customer Info: LiCausi, Steve Project Name: LiCausi Res Model: Lot/Block: Subdivision: Address: 4905 River Place City: Ft. Pierce State: St. Lucie County, F No. I Seal# Truss Name Date 35 IT11769840 JZCJ1 8/7/17 136 1T11769841 1 ZCJ3 18/7/17 I 137 IT11769842 I ZCJ5 18/7/17 I 138 IT11769843 I ZEJ1 I8/7/17 I 139 IT11769844IZEJ1A 18/7/17 I 140 I T11769845 I ZEJ2 18/7/17 I 141 IT11769846 I ZEJ2A 18/7/17 I 142 IT11769847 I ZEJ3 18/7/17 I 143 IT11769848 I ZEJ3A 18/7/17 I 144 IT11769849 I ZEJ3B 18/7/17 I 145 I T11760850 I ZEJ4 1817/17 I 146 IT11769851 I ZEJ4A 18/7/17 I 147 IT11769852 I ZEJ5 18/7/17 I 148 IT11769853 I ZEJ7 18/7/17 I 149 IT11769854 I ZERA I8/7/17 I 150 IT11769855 I ZEJ8 18/7/17 151 IT11769856 I ZEJ8A 18/7/17 I 152 IT11769857 I ZEJ8B 18/7/17 I 153 IT11769858 I ZEJ8C 18/7/17 I 154 IT11769859 I ZEJ8D 18/7/17 I 155 IT11769860 I ZEJ9 18/7/17 156 IT11769861 I ZHJ3 18/7/17 157 IT11769862 I ZHJ7 18/7/17 1 2 of 2 ob .! Truss Truss Type Qty Ply 24-LiCausi, Steve-LiCausi Res T11769806 29624 A01 ATTIC 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.120 s Jun 22 2011 MITeK Industnes, Inc. Mon Aug 7 05:23:50 2017 Page 1 ID:MQIF7nZmlON?l rr6nNtmOWyrH2W-GyuwgeOk234k?iTMRvUlOpf5GK6dDjJEYI VJMoygKx7 22-1-7 28.8-4 4-0.8 &0.0 14-0.12 20-1-7 20. 12 22 8 72 26-0-0 22119 32.0.0 38-0.0 39-11-15 46.1-8 4.0.8 3-11-6 6-0-11 6.0.11 0- -5 0-7• 3.7-8 0-73-3.12 3-11-15 3.11.15 6.1-9 1.8.11 1-8-11 Scale = 1:84.6 5x5 = 5x5 = 5x12 = 5x5 = 5x5 =3x6 = 5x8 = 8.00 12 6.00 12 5 6 7 8 9 10 3 11 ti 2x4 I I 3x6 4 28 30 27 12 \ 3.00 12 26 136 5x5 2x4 Sx89 3x6 II 8 3x4 II 3x6 4x8 3 5x = �v d 14 2D-6-8 8-0-0 rq 1 48 cJl �I 15 25 24 38 23 22 21 20 39 40 19 1 r� d 3x6 = Sx10 = 2x4 II 2x4 II 3x8 = 5xl0 4x8 -_ 17 3x8 M18SHS = 18 16 3x6 11 4x6 On10 S 8-0-0 14-0-12 20 4-12 28-8 4 32-0-0 39-11-15 40- 11 46-1-8 0-10 8 7-1 8 6-0-11 6 4-0 8-3-8 3 3-12 7-11-15 0- -12 5-10-13 Plate Offsets (X Y)- 11:0-1-0 0-2-01 15:0-6-0.0-2-3117:0-2-8.0-2-41.(8:0-2-8,0-2-41,111:0-6-4,0-2-41,rl9:0-2-12.0-2-81.f24:0-5-0,0-3-01.f27:0-2-8,0-2-01 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DEL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC20141TPI2007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP 285OF 1.8E *Except* 14-17: 2x6 SP No.2, 16-18: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 15-16: 2x6 SP No.2 SLIDER Left 2x4 SP No.3 4-0-3 CSI. DEFL. TC 0.69 Vert(LL) BC 0.65 Vert(TL) WB 0.73 Horz(TL) Matrix -MS Attic BRACING - TOP CHORE in (loc) I/deft Ud -0.37 21-23 >999 240 -0.79 21-23 >609 180 0.14 17 n/a n/a -0.25 21-23 400 360 BOTCHORD WEBS JOINTS REACTIONS. (lb/size) 1=1563/0-8-0, 17=2065/0-7-10, 16=-58/0-7-0 Max Horz 1=437(LC 7) Max Uplift 1=-646(LC 8), 17=-926(LC 8), 16=-240(LC 14) Max Grav 1=1712(LC 14), 17=2244(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=4424/1565, 3-4=-3340/1171, 4-5=-3437/1386, 5-6=-19531799, 6-7=-2167/879, 7-8=1474/619, 8-9=1357/499, 9-10=-1216/453, 10-11=-887/281, 11-12=-1604/674, 12-14=-80/694, 14-15=-247/693 BOT CHORD 1-25=1162/3694, 24-25=-1338/4549, 23-24=-323/2361, 21-23=-323/2356, 20-21 =-323/2341, 19-20=-70/966,17-19=-2264/844,14-19=-394/345 WEBS 3-24=-1469/628, 4-24=-472/419, 5-24=-722/1369, 23-26=0/591, 5-26=0/612, 28-30=-593/164, 29-30=-1379/383, 27-29=-1960/586, 21-27=0/500, 10-27=-722/352, 11-27=-1250/427, 11-20=-439/1388, 12-20=-35/720, 15-19=-5991432, 6-28=-819/308, 9-29=-517/186, 5-28=-512/91, 10-29=-265/712, 12-19=-23761757, 7-30=-579/174, 8-30=-174/669, 8-29=-333/283, 7-28=-361/1223, 2-25=-174/884, 20-27=-2116/564 PLATES GRIP MT20 244/190 M18SHS 2441190 Weight: 328 lb FT = 0% Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-1-11 max.): 5-6, 7-8, 9-11. Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 4-10-0 oc bracing: 17-19 1 Row at midpt 3-24, 5-24, 12-19, 20-27 1 Brace at Jt(s): 27, 28, 30 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 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=4.2psf; BCDL=6.Opsf; h=16ft; B=54ft; L=46ft; eave=6ft; Cat.. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch 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) The solid section of the plate is required to be placed over the splice line at Joint(s) 24. 6) Plate(s) at joints) 1, 3, 6, 7, 8, 9, 11, 13, 14, 17, 16, 25, 4, 5, 23, 26, 2, 2, 10, 21, 27, 20, 12, 15, 19, 28, 29, 22 and 30 checked for a plus or minus 0 degree rotation about its center. 7) Plate(s) at joint(s) 24 checked for a plus or minus 3 degree rotation about its center. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ®WARNING •Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 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 ANSIITPI1 Quality Critefia,.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 36510 ob '1 Truss Truss Type City Ply 29624-LiCausi, Steve-LiCausi Res T11769806 29624 A01 ATTIC 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Aug 7 05:23:50 2017 Page 2 I D:MQI F7nZmION?l rr6nNtmOWyrH2 W-GyuwgeOk234k?iTMRvUlOpf5GK6dDjJEYIVJMoygKx7 NOTES- 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 10) Ceiling dead load (5.0 psf) on member(s). 26-28, 28-30, 29-30, 27-29 11) Bottom chord live load (30.0 pso and additional bottom chord dead load (5.0 psf) applied only to room. 21-23 �2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=646, 17=926, 16=240. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1i 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 ii��Y■ 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 Nob Truss Truss Type City Ply 29624-LiCausi, Steve-LiCausi Res T11769807 29624 A02 ATTIC 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 6.1'LU s Jun 22 2U1 I MI I eK Inaustne5, Inc. Mon Aug I Ub:L:1:01 zul i rage 1 ID:MQI F7nZmI ON?l rr6nNtmOWyrH2W-k8S12_OMpNCbcs2Y?d?XY1 CBI kPly7GNnPFsuEygKx6 20-4.12 29-5-9 4.0.8 8-0-0' 12-9.12 17-7-7 19-17 22.8.12 26-4-4 28-8-4 33-10.8 39-11-15 47.1.0 4-0-8 3.11-8 4-9-11 4-9-11 2-0.0 0.9- 2.4.0 3-7-8 2-4-0 0-9- 4-4.15 6-1.7 7-1-1 Scale = 1:86.2 -4 3xs II 5x5 = 5x5 = 6.00 12 6 8 3.00 12 3x6 2x4 Z 5 3x10 % 5x5 2 4 20-6-8 1 �I hLij 29 28 27 7x6 11 3x6 = 4x6 3x6 = 4x6 = 5x5 = 5x5 = 4x4 II 9 10 5x5 = 11 42 43 32 4x6 = x6 3x6 11 il 26 25 24 23 3x8 = 3x6 = 3x6 = 3x8 M18SHS = 5x5 = 8.00 12 1 3x6 14 4x8 �� 15 d 3x6 21 16 0 22 17o d 3x8 = 5x10 = IC5- N 19 1 20 8 3x6 11 4x6 4x6 = 0 10 8-0-0 12-9-12 17-7-7 20-4-12 28-8-4 33-10-S 39-11-15 40- 11 46-2-8 4 -1 0 0-10 7-1-8 4-9-11 4-9-11 2-9-5 8-3-8 5-2-4 6-1-7 0- -12 5-11-13 0-10-8 Plate Offsets (X Y)— r1:0-2-4 0-2-121 f1:Edoe.0-2-91 16:0-2-8 0-2-41.r9:0-2-8.0-2-41.f10:0-2-8.0-2-41 113:0-2-8.0-1-131.121:0-7-8.0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 TCDL 7.0 Lumber DOL 1.25 BC 0.85 BCLL 0.0 ' Rep Stress Incr YES WB 0.94 BCDL 10.0 Code FBC2014/TP12007 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2'Except* 1-4: 2x4 SP 2850F 1.8E, 7-9,10-12: 2x4 SP No.1 90T CHORD 2x4 SP 285OF 1.8E 'Except' 15-19: 2x6 SP No.2, 17-20: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 8-25,11-23: 2x4 SP No.1 KiDER Left 2x4 SP No.3 2-6-0 DEFL. Vert(LL) Vert(TL) Horz(TL) Attic BRACING - TOP CHORE in (loc) I/deft L/d 0.64 25-26 >754 240 -1.29 23-25 >374 180 0.15 18 n/a n/a -0.34 23-25 300 360 BOTCHORD WEBS JOINTS REACTIONS. (lb/size) 1=1640/0-8-0, 19=1448/0-7-10, 18=572/0-8-0 Max Horz 1=420(LC 7) Max Uplift 1=-679(LC 8), 19=-664(LC 8), 18=-372(LC 8) Max Grav 1=1748(LC 14). 19=1725(LC 15), 18=620(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-3=3521/1397, 3-4=-4513/1659, 4-5=-3625/1332, 5-6=-2874/1095, 6-7=2560/1035, 7-8=-3008/1112, 8-9=-3062/1189, 9-1 0=-1 315/597, 10-11=-2344/981, 11-12=-2237/895, 12-13=-15731719, 13-1 5=-1 991/755. 15-16=-12231309 BOT CHORD 1-29=-1142/3523, 28-29=-1434/4657, 26-28=908/3448, 25-26=-535/2801, 23-25=-443/2569, 22-23=-418/2428, 21-22=-276/1062, 19-21=-1742/587, 15-21=-1613/602 WEBS 4-29=-257/170, 4-28=-1330/579, 5-26=-1000/490, 6-26=-301/996, 7-26=-476/26, 7-25=-1556/684, 25-30=-481/1818, 8-30=54/601, 23-31=405/170, 11-31=-1119/419, 12-23=-25/866, 12-22=-1403/344, 13-22=169/867, 15-22=-104/1078, 30-32=-855/327, 31-32=-1402/473, 16-21=-322/970, 16-18=-629/327, 3-29=-291/1159, 9-30=-611/1777, 9-32=-398/135,10-32=-97/471,10-31=-458/1263,5-28=-184/683 PLATES GRIP MT20 244/190 M18SHS 244/190 Weight: 335 lb FT = 0% Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-6-5 max.): 6-7, 9-10, 12-13. Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 5-8-0 oc bracing: 19-21 1 Row at midpt 7-25, 12-22 1 Brace at Jt(s): 32 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 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=4.2psf; BCDL=6.Opsf; h=16ft; B=54ft; L=47ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed.; end vertical left and right exposed; porch 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) Plates checked for a plus or minus 0 degree rotation about its center. 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) Ceiling dead load (5.0 psf) on member(s). 30-32, 31-32 9) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 23-25 ® 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 ANSIITPN 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 ob Truss Truss Type City, Ply 29624-LiCausi, Steve-LiCausi Res T11769807 29624 A02 ATTIC 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Aug 7 05:23:51 2017 Page 2 ID:MQIF7nZmI ON?1 r6nNtmOWyrH2W-k8S12_OMpNCbcs2Y?d?XY1 CBIkPly7GNnPFsuEygKx6 NOTES- 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) 1=679, 19=664, 18=372. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the.top and/or bottom chord. 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 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 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 ANSIITPN 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 ob 'r Truss Truss Type Qty Ply 29624-LiCausl, Steve-LiCausi Res T11769808 29624 A03 ATTIC 1 1 Job Reference o tional . East Coast Truss, Ft. Pierce, FL 34946 u.12U s Jun'LL 2U1 I ml I eK Industries, Inc. mon Aug t uo:LJ:oj Lul t rage i ID:MQIF7nZmION?l rr6nNtmOWyrH2W-hWa2Sg2dL—SJsACx612?dSITYWY6CQODgEjkzy7ygKx4 i 4.0-8 i 8-0-0 14-11-7 A6-11-7 20-0-12 i22-8-12 26-4-4 28.8.4 i 32-1-9 35-10.8 39.11-15 i 47-1-0 4-0.8 3-11-8 6-11-6 2-0.0 3-5-5 2-4-0 3-7-8 2-4-0 3-5.5 3-8-15 4-1-7 7-1-1 3.OQ FFZ 3x8 2 6�3 oI 4x6 = 5x5 = 5x5 = 34 8 9 3x6 5x8 = 5x5 = 7 10 6.00 12 5 fa:z� / 30 31 3 4.6 I 4.6 5x5 4 29 28 27 26 25 24 3x8 M18SHS = 3x6 = 4x6 = 2x4 II 3x6 = 3x8 = 5x8 = 5x5 = 11 1 8.00 12 4x8 '`� 13 23 22 21 20 19 2x4 II 3x6 = 3x8 = 5x6 WB = 17 Sx10 = 18 3x6 II Scale = 1:86.4 d 3x6 14 0 16 4x6 = 4x6 = 0 10- 8-0-0 14.11.7 16-11-7 20-4.12 28-8-4 32-1.9 35-10.8 39-11-1.1 40• 11 46.2.8 4 -1- 0- 0- 7.21 '.11-6 2-0-0 3-5.5 8-3-8 3-5-5 3.8.15 4-1.7 0- - 2 5-11-13 Plate Offsets (X,Y)— [1:0-3-4,0-2-14], [1:Edge,0-2-9], [5:0-6-0,0-2-8], [8:0-2-8,0-2-4], [9:0-2-8,0-2-4], [11:0-5-4,0-2-8], [12:0-2-8,0-1-13], [19:0-7-8,0-2-8], [32:0-3-0,0-2-0], f33.0-3-0.0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.46 24-26 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.93 23-24 >518 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.98 Horz(TL) 0.15 16 n/a n/a BCDL 10.0 Code FBC2014rTP12007 Matrix -MS Attic -0.24 23-24 406 360 Weight: 336 Ib FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except 1-4: 2x4 SP 285OF 1.8E, 4-5: 2x4 SP No.1 2-0-0 oc purlins (3-3-8 max.): 5-6, 8-9, 11-12. BOT CHORD 2x4 SP 2850F 1.8E *Except* BOT CHORD Rigid ceiling directly applied or 5-3-15 oc bracing. Except: 13-17: 2x6 SP No.2, 15-18: 2x4 SP No.2, 25-28: 2x4 SP No.1 5-3-0 oc bracing: 17-19 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 4-27, 11-20 32-33: 2x4 SP No.1 JOINTS 1 Brace at Jt(s): 30, 31 OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.3 2-6-0 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=1596/0-8-0, 17=1789/0-7-10, 16=272/0-8-0 Max Horz 1=415(LC 7) Max Uplift 1=-665(LC 8), 17=-779(LC 8), 16=-273(LC 8) Max Grav 1=1679(LC 14), 17=1976(LC 15), 16=273(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-3=3351/1348, 3-4=-4342/1634, 4-5=-3091/1146, 5-6=-2857/1141, 6-7=3306/1045, 7-8=-10001459, 8-9=887/433, 9-10=-987/452, 10-11=-492/587, 11-12=-1197/577, 12-13=-1504/619, 13-14=-361/456 BOT CHORD 1-29=-1096/3362, 27-29=-1416/4491, 26-27=704/2950, 24-26=-454/2492, 23-24=-451/2483, 21-23=-449/2475, 20-21=-414/2036, 19-20=-422/345, 17-19=-1991/700, 13-19=-1981/729 WEBS 4-27=-1632/749, 5-27=-143/684, 5-26=-95/423, 6-26=-1510/575, 24-32=01495, 7-32=-359/1708, 23-33=0/614, 10-33=-1235/517, 11-21=-25/641, 11-20=-1369/458, 12-20=-167/660,13-20=-323/1457,30-32=-401/771,30-31=-1448/583,31-33=-2805/956, 14-19=-421/390, 14-16=-259/247, 3-29=-319/1155, 8-30=-1191433, 6-32=-515/274, 11-33=-2324/920, 21-33=-948/75, 26-32=612/1255, 7-30=-2383/699, 10-31=-393/1428 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=4.2psf; BCDL=6.Opsf; h=16ft; B=54ft; L=47ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch 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) The solid section of the plate is required to be placed over the splice line at joint(s) 22. 6) Plate(s) atjoint(s) 1, 1, 1, 4, 5, 6, 8, 9, 11, 12, 15, 28, 13, 17, 29, 27, 26, 7, 24, 10, 23, 21, 20, 14, 19, 16, 3, 25, 30, 31, 32 and 33 checked for a plus or minus 0 degree rotation about its center. 7) Plate(s) at joint(s) 22 checked for a plus or minus 3 degree rotation about its center. 8) This tR.ISS has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. R 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 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 'I Truss Truss Type City Ply 29624-LiCausi, Steve-LiCausi Res T11769808 29624 A03 ATTIC 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Aug 7 U5:23:53 ZU17 Page 2 I D:MQI F7nZmION? 1 rr6nNtmOWyrH2W-hWa2Sg2dL_SJsACx612?dSITYWy6CQODgEjkzy7ygKx4 NOTES- 9)•• This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Ceiling dead load (5.0 psf) on member(s). 30-32, 30-31, 31-33 11) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 23-24 ;2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=665, 17=779, 16=273. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-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 ANSIrrPI1 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 11 Truss Truss Type Qty, Ply 29624-LiCausi, Steve-LiCausi Res T11769809 29624 A04 ATTIC 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8,120 s Jun 22 2017 MiTek Industries, Inc. Mon Aug 7 05:23:54 2017 Page 1 I D:MQI F7nZmION?l rr6nNtmOWyrH2 W-9j8QgO3F6la9TKn7gIZEAfgml ySN9TagTNTXVZygKx3 3-10 4 8-0-0 12-3-7 14-3-7 , 20 4-12 22-8-121 2__ 28-8 4 34-9-9 37-10-8 40-5-8 3-10-4 4-1-12 4_35 2-0-0 6.15 2-4-0 3-7-8 2 4-0 6-1-5 3-0-T 2-7-0 5x5 = 8 3x6 7 • 6.00 12 5x8 = 5x5 = 27 5 44 11 3.00 12 6 �j 5x5 3x8 2 4 _ 2x4 = 3 �eI 1 d 24 23 22 21 3620 19 3x6 — 3x4 = 5x6 WB = 3x4 = 3x8 = 4x6 = 2x4 11 Scale = 1:72.9 5x5 = 9 3x4 10 8.00 12 28 5x8 = 5x5 = 5x8 11 4x4 II 48 ill 13 ab 4 N 18 1737 16 15 14 2x4 II 4x6 3x4 = 3x8 = 3x6 II 0 10- 8-0-0 12-3-7 14-3-7 20 4-12 28-8-4 4- -9 37-10-8 40-5-8 0-10- 7-1-8 4-35 2-0-0 6-1-5 8-3.8 6-1-5 3-0-15 2-7-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TPI2007 CSI. TC 0.77 BC 0.72 WB 0.97 Matrix -MS DEFL. Vert(LL) Vert(TL) Horz(TL) Attic in (loc) I/deft Ud 0.51 19-21 >956 240 -0.99 18-19 >489 180 0.16 14 n/a n/a -0.27 18-19 370 360 PLATES GRIP MT20 244/190 Weight: 287lb. FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 1-4: 2x4 SP 285OF 1.8E, 6-8,9-11: 2x4 SP No.1 except end verticals, and 2-0-0 oc purlins (3-0-11 max.): 5-6, 8-9. BOT CHORD 2x4 SP 285OF 1.8E `Except 11-12. 20-23: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-2-1 oc bracing. WEBS 2x4 SP No.3 "Except WEBS 1 Row at midpt 11-26, 21-25, 16-26 25-26: 2x4 SP No. 1, 13-14: 2x6 SP No.2 JOINTS 1 Brace at Jt(s): 27, 28 ETHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.3 2-6-0 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=1601/0-8-0, 14=154210-7-0 Max Horz 1=422(LC 7) Max Uplift 1=-663(LC 8), 14=-603(LC 8) Max Grav 1=1719(LC 14), 14=1718(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-3379/1333, 3-4=-4436/1612, 4-5=-3598/1309, 5-6=-3546/1322, 6-7=-3765/1172, 7-8=-1074/470, 8-9=-931/424, 9-1 0=-1 050/464, 10-11=-843/690, 11-12=-996/434, 12-13=-1194/473,13-14=-1699/619 BOT CHORD 1-24=-1206/3344, 22-24=-1514/4539, 21-22=-1018/3404, 19-21=-577/2549, 18-19=-573/2536, 16-18=-570/2524, 15-16=-543/1907 WEBS 4-22=-1292/562, 5-22=-233/661, 5-21=-241/833, 6-21=-2002/845, 6-25=-11051413, 19-25=0/543, 7-25=-373/1903, 25-27=-595/1111, 27-28=-1494/589, 26-28=-2914/842, 18-26=0/635, 10-26=-1338/544, 11-26=-2248/828, 11-16=0/635, 11-15=-1693/570, 12-15=-157/529, 13-15=-405/1358, 3-24=-306/1216, 8-27=-170/529, 9-28=-93/310, 7-27=-2799/875, 10-28=-461/1490, 21-25=-819/1812, 16-26=-959/85 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=4.2psf; BCDL=6.Opsf; h=16ft; B=54ft; 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) The solid section of the plate is required to be placed over the splice line at joints),23, 17. 5) Plate(s) at joint(s) 1, 1, 1, 4, 5, 6, 8, 9, 11, 12, 13, 24, 22, 21, 25, 7, 19, 10, 18, 26, 16, 14, 15, 3, 27, 20 and 28 checked for a plus or minus 0 degree rotation about its center. 6) Plate(s) at joint(s) 23 checked for a plus or minus 3 degree rotation about its center. 7) Plate(s) at joint(s) 17 checked for a plus or minus 4 degree rotation about its center. - 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.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. ® WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE 411I1.7473 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 �• Dot 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 ,job, > I Truss Truss Type City Ply 29624-LiCausi, Steve-LiCausi Res T11769809 29624 AO4 ATTIC 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Aug 7 05:23:54 2017 Page 2 I D:MQI F7nZmION?l rr6nNtmOWyrH2 W-9j8QgO3F6la9TKn7glZEAfgml ySN9TagTNTXVZygKx3 NOTES- 10) Ceiling dead load (5.0 psf) on member(s). 25-27, 27-28, 26-28 11) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 18-19 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=663, 14=603. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.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 Dal* l � 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 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 ob ', Truss Truss Type City Ply 29624-LiCausi, Steve-LiCausi Res T11769810 29624 A05 ATTIC 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Aug 7 05:23:55 2017 Page 1 ID:MQIF7nZmI ON71 rr6nNtmOWyrH2W-dvhotM3tsciO5TMKES4TjtM_Lm_uwHzil D410ygKx2 4-0-8 8-0-0 14-2-6 20A-12 20-0,12 24-7-10 28-8-4 31-6-8 35-9-7 r 4-0-8 3-11-8 6-2 6 6-2 6 0 4-0 3-10-14 4-0-10 2-10-4 4-2-15 Scale = 1:67.7 6.00 12 5x8 = 3x4 II 2x4 II 3x4 = 5x8 = 8,00 12 7 8' 9 10 11 3x6 OIL 6 22 4x6 • 3x4 5 i c 12 23 1 5x8 = m 5x8 = ,q d 3.00 12 5x8 ,p 5x5 ,� 3x8 % 4 d 2 2x4 = 8-0.0 uS 3 O===A 6x6 = 3x4 = 5x6 WB 3x8 = 2x4 II 3x8 M18SHS = 2x4 I I 3x8 = 3x6 11 3x6 = 010- 8-0-0 14-2-6 20-4-12 28-11-4 311-8 `35-9-7 0-10- 7-1-8 6-2-, 6-2-6 8-3-8 2-10-4 4-2.15 Plate offsets /X Y1-- r1-n-7-4 0-2-61_r1:Fdae_0-2-11_1`8:0-2-8.0-2-81.r11:0-8-4.0-2-41.r21t0-2-8.0-2-01.r22t0-3-8.0-2-81 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP No.2 *Except* i 1-4: 2x4 SP 285OF 1.8E BOT CHORD 2x4 SP 2850F 1.8E *Except* 16-19: 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 2-6-0 CSI. DEFL. in (loc) I/deft TC 0.56 Vert(LL) -0.33 15-17 >999 BC 0.89 Vert(TL) -0.68 15-17 >625 WB 1.00 Horz(TL) 0.10 13 n/a Matrix -MS Attic -0.25 15-17 393 L/d PLATES GRIP 240 MT20 244/190 180 M18SHS 244/190 n/a 360 Weight: 263 Ito FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-4-7 max.): 8-11. BOT CHORD Rigid ceiling directly applied or 5-2-0 oc bracing. WEBS 1 Row at midpt 4-18, 14-21, 12-13 JOINTS 1 Brace at Jt(s): 21, 23 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=141910-8-0, 13=1386/0-6-15 Max Horz 1=305(LC 8) Max Uplift 1=-568(LC 8), 13=-543(LC 8) Max Grav 1=1532(LC 14), 13=1572(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-3034/1131, 3-4=-3866/1316, 4-5=-2824/946, 5-7=-2689/877, 7-8=-2753/1089, 8-9=1189/501, 9-10=-1189/501, 11-12=-896/353, 12-13=-1511/564 BOT CHORD 1-20=-1310/2961, 18-20=-1515/3912, 17-18=495/1654, 15-17=-495/1649, 14-15=-495/1634 WEBS 4-18=-1384/591, 5-18=-402/331, 5-22=-303/251, 17-22=0/550, 7-22=-386/451, 15-21 =0/61 8, 10-21 =-884/439, 14-21 =-233 0/72 0, 11-14=-359/1 043, 22-23=- 108/509, 21-23=-1683/650, 12-14=-350/1214, 3-20=-202/975, 11-21=-1052/511, 18-22=-664/1368, 8-22=-758/1827, 8-23=-1070/290, 10-23=-578/1442 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=4.2psf; BCDL=6.Opsf; h=16ft; B=54ft; L=45ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS.(directional); cantilever left and right exposed ; end vertical left 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) The solid section of the plate is required to be placed over the splice line at joint(s) 16. 6) Plate(s) at joint(s) 1, 1, 1, 4, 6, 11, 19, 20, 18, 5, 7, 17, 10, 15, 21, 22, 13, 14, 12, 3, 8, 9 and 23 checked for a plus or minus 0 degree rotation about its center. 7) Plate(s) at joint(s) 16 checked for a plus or minus 5 degree rotation about its center. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.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. 10) Ceiling dead load (5.0 psf) on member(s). 22-23, 21-23 11) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 15-17 ®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 property incorporate this design into tha 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 SCSI Building Component 6904 Parke East Blvd. safety Information available from Truss Plate Institute, 218 N. Lee Street,.Sutle 312, Alexandria, VA 22314. Tampa, FL 36610 ob '1 Truss Truss Type Qty Ply 29624-LiCausi, Steve-LiCausi Res T11769810 29624 A05 ATTIC 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Aug 7 05:23:56 2017 Page 2 ID:MQIF7nZmI ON?l rr6nNtmOWyrH2W-55FB5i4VdvgtjdxWnAbiF4v9k16DdNX7whydZSygKx1 NOTES- 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=568, 13=543. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. ®WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-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 ivi iTek• 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 ob Truss Truss Type City Ply 29624-LICausi, Steve-LiCausi Res �A06 T11769811 29624 ATTIC 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Aug 7 05:23:67 2017 Page 1 ID:MQIF7nZmION?l rr6nNtmOWyrH2W-ZlpZ1257ODykKnWiiLt6xolSL69UHMu9G9LiB5uygKxO 22-8-12 28-84 1-2-8 3 N 9-7-7 11-7-7 16-0-1 18-7-6 04-12 1-11-9 26-0-0 2 -1- 30-5-1ll 33%5 37-5-2 40•S8 2-0-0 15 2-0-0 4-0-11 2-7-5 1-9-6 1-6-13 3.7-8 -9- 1-95 2-7-5 4-4-11 2-11-15 0-9-3 1-6-13 Scale = 1:79.5 5x5 = a 5x5 = 3x4 % 8 3 9 3x4 7 10 3x4 6 _ 26 27 25 5x5 = 5x10 = 2x4 4x4 I 2x4 6.00 12 4 4x4 II M 2x4 II 3 1 2 • - •, 21 20 32 33 19 18 5x8 = 4x6 =3x4 = 23 22 5x16 = 3x6 = 5x6 4.00 12 2x4 II 3x4 11 17 16 34 35 3x4 = 4x6 = 5x5 = 4x6 = 12 13 0 0 A A 15 14 Id o 3x8 = 3x6 II N 1-2-8 11-7-7 010• 36s8 9-6-81 -5.1 20-0-12 28$-0 37.5-9 40.5-8 0.1 2-4-0 0-11 8-95 8-3-8 8-95 2-11-15 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TP12007 CSI. TC 0.46 BC 0.71 WB 0.72 Matrix -MS DEFL. Vert(LL) Vert(TL) Horz(TL) Attic in (loc) I/defl L/d -0.31 17-18 >999 240 -0.51 15-17 >686 180 0.06 14 n/a n/a -0.28 17-18 361 360 PLATES GRIP MT20 244/190 Weight: 261 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-13 oc purlins, BOT CHORD 2x4 SP No.2 *Except* except end verticals, and 2-0-0 oc purlins (5-3-7 max.): 4-5, 8-9. 16-19: 2x4 SP 285OF 1.8E 12-13. WEBS 2x4 SP No.3 'Except BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 13-14,5-20: 2x6 SP No.2 WEBS 1 Row at midpt 6-20 JOINTS 1 Brace at Jt(s): 13, 26, 27 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 14=1183/0-7-0, 20=1407/0-11-5, 23=553/0-8-0 Max Horz 23=552(LC 7) Max Uplift 14=451(LC 8), 20=-814(LC 8), 23=-438(LC 8) Max Grav 14=1418(LC 15), 20=1758(LC 14), 23=582(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-550/342, 2-3=-665/436, 3-4=-1131/607, 4-5=-1162/612, 5-6=-13991714, 6-7=-1827/571, 7-8=-1056/444, 8-9=-917/416, 9-10=-1002/432, 10-11=-1839/598, 11-12=-1492/544, 12-13=-1261/411, 13-14=-1445/446 BOT CHORD 1-23=-321/552, 22-23=-527/466, 21-22=-516/498, 20-21=-235/804, 18-20=-260/1301, 17-18=-199/1462,15-17=-363/1515 WEBS 3-21=-397/583, 4-21=-355/213, 4-20=-445/670, 5-20=705/263, 6-20=-1694/503, 6-18=-53/332, 18-24=0/428, 7-24=0/392, 17-25=40/528, 10-25=-48/582, 11-15=-523/103, 12-15=-814/387, 13-15=-509/1823, 26-27=-684/219, 8-26=-85/374, 9-27=-63/286, 7-26=-587/187, 10-27=-935/294, 2-23=-296/191 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=4.2psf; BCDL=6.Opsf; h=16ft; B=54ft; 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; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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, with BCDL = 10.Opsf. 7) Ceiling dead load (5.0 psf) on member(s). 24-26, 26-27, 25-27 8) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 17-18 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) 14=451,20=814,23=438. 10)_Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or 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 property Incorporate this design Into the overall r 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 stabIla 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 ob 11 Truss Truss Type City Ply 29624-LiCausi, Steve-LiCausi Res T71769811 29624 A06 ATTIC 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Aug 7 05:23:57 2017 Page 2 ID:MQIF7nZmION?1 rr6nNtmOWyrH2W-ZlpZI257ODykKn WiLt6xolSL69UHMu9G9LiB5uygKxO NOTES- 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-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 ANSlITPII 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 ob `, Truss Truss Type Qty Ply 29624-LiCausi, Steve-LiCausi Res T11769812 29624 A07 ATTIC 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34945 8.lzu s Jun zz zu1 i mi I eK Industries, Inc. mon Aug f uo:z3:bt3 zu1 i rage 1 ID:MQIF7nZmION?lrr6nNtmOWyrH2W-1UNxWN619X4byx4vvbdAKV TXZrW5J8PO?RkeKygw. 22-8-12 28-8.4 1.2-8 3S8 6-11-7 8-11-7 13-0-1 14-8-1 1. 21- 12 1-11-9 26-0-0 2 -1- 0.5-10 345-2 40-5-8 1-2-8 2-4-0 3-4-15 2-0.0 103.11-5 1-&13 3-7-8 -& 1.9-6 3.11-8 6-06 0-9-3 1-6-13 Scale = 1:79.5 5x5 = 5x5 = 0 3x4 ! 9 3t031X14 83X Zb 3x4a 3x4 28 = 3x672x4 12 136 4x4 115x8 5x10 = 12 4x86.00 4 143x4 8-N 2 4 II 3lAh d ' � d 1 2 22 21 20 19 io 18 17 16 15 ld 0 �J 23 Sx10 = 5x5 = • = 3x4 = 3x4 = 3x6 II w 25 . 24 3x4 4x6 =3x4 4x6 = 3x6 = 5x6 4.00 12 2x4 11 1-2-8 01 3S8 6-11-7 9-68 13-0.1 20-0-12 28-8-0 345-2 40.5-8 0.10. 2-4-0 3-4-15 2-7-1 3-5-9 74-11 8-38 5-8-14 6-:. 04-0 Plate Offsets (X Y)—I4:0-6-0.0-2-81.19:0-2-8,0-2-41,110:0-2-8 0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.34 18-19 >955 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.6$ 18-19 >518 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.81 Horz(TL) 0.07 15 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix -MS Attic -0.31 18-19 320 360 Weight: 242 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-7 oc purlins, BOT CHORD 2x4 SP No.2 'Except except end verticals, and 2-0-0 oc purlins (4-,1-5 max.): 4-5, 9-10. 17-20: 2x4 SP 285OF 1.8E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 *Except* JOINTS 1 Brace at Jt(s): 28, 29 14-15: 2x6 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) 21 =1 302/0-10-12, 15=1148/0-7-0, 25=693/0-8-0 Max Horz 25=515(LC 7) Max Uplift 21=813(LC 8), 15=-431(LC 8), 25=-530(LC 8) Max Grav 21=1544(LC 14), 15=1388(LC 15), 25=693(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-576/339, 2-3=-733/461, 3-4=-1222/699, 4-5=-2077/884, 5-6=-1460/483, 6-8=1777/502, 8-9=992/405, 9-10=851/356, 10-11=-942/375, 11-12=-1748/557, 12-14=-1788/572, 14-15=-1325/467 BOT CHORD 1-25=-331/589, 24-25=-523/527, 23-24=-524/554, 22=23=-648/963, 21-22=-822/1649, 19-21=-121/1024, 18-19=-16311336, 16-18=-360/1473 WEBS 3-24=-258/183, 3-23=-223/558, 4-23=-284/31, 4-22=-343/1223, 5-22=-561/166, 5-21=-915/836, 6-21 =-1 339/496, 6-19=-228/1013, 19-26=138/359, 8-26=-144/338, 18-27=-6/435, 11-27=-24/490, 12-16=-302/147, 28-29=-664/257, 14-16=-370/1466, 9-28=-121/359, 10-29=-60/284, 8-28=-543/216, 11-29=-934/349, 2-25=-395/298 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=4.2psf; BCDL=6.Opsf; h=16ft; B=54ft; 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; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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) Ceiling dead load (5.0 psf) on member(s). 26-28, 28-29, 27-29 8) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 18-19 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except Qt=lb) 21=813, 15=431, 25=530. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll•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, see ANSIITPl1 Quality Criteria, DSP-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 36810 Wob '* Truss Truss Type Qty Ply 29624-LiCausi, Steve-LiCausi Res T11769813 29624 �A(38G ATTIC GIRDER 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 6.izu s Jun 22 zui t MI I eK Inausines, Inc. mon Aug t uo:z4:uu zui i rage 1 ID:MQI F7nZmI ON?l n6nNtmOWyrH2W-ztVhx37Oh8KJBFEH00geQw4rCMTBZB9irJwrhDygKwz 16.8-10 21-11-9 28-84 12E 3EE 3- 6-3-7 9EE 13-0-8 411-10 1&7-6 0-0-12 228- 2 26-0-0 *If 0.5-10 341E 39EE 43 45-6-8 7-1-0 -2-8 2-4-0 0-s-152-0.0 331 3E-0 1-11-2 1-9-0 1-10-12 1-9E E-13 3-7.8 1-9E 3-7-12 5-52 3-0-0 3-0-0 1E-8 0-9-3 1-6-13 Scale=1:86.5 5x5 = 3x6 11 �0434 3x6 - 4x6 7/ 9 3x6 � 8 4x6 II 3x6 7 5x8 6.00 12 5x5 = 6 5x5 = 2x4 114 2x4 II 344 Li 1 2 N o 30 29 28 27 26 45 31 5x6 = 5x5 = 4x6 = 33 32 3x6 3x8 = 2x4 II 4x6 = 5x6 2x4 II 4.00 12 5x5 = 12 3x6 O 13 4 746 1 4 3x6 I 15 25 24 46 23 2x4 II 3x8 = 3x6 = 3x6 '` 16 3x6 17 08 18 22 5x6 = 21 5x6 20 5x6 zz 4x6 = 1-2-8 47-1-0 010. 3-6-8 6-3-7 988 130E 16E-10 20-0-12 28-8-4 34-1E 39E-8 42E-8 45-6-8 4 2 0.10 2-4-0 2E-15 3-3.1 3E-0 3-&2 3E-2 8-3$ 112 SE-2 3-0-0 3-0-0 0 - -- - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.47 23-25 >838 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(TL) -0.90 25-26 >432 180 BCLL 0.0 Rep Stress Incr NO WB 0.90 Horz(TL) 0.30 20 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix -MS Attic -0.26 25-26 381 360 Weight: 305lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-2 oc purlins, except BOT CHORD 2x4 SP No.2 *Except* 2-0-0 oc purlins (5-9-8 max.): 4-5, 11-12. 24-27: 2x4 SP 2850F 1.8E BOT CHORD Rigid ceiling directly applied or 5-9-1 oc bracing. WEBS 2x4 SP No.3 *Except` WEBS 1 Row at midpt 28-36 18-21: 2x4 SP No.2,18-20: 2x6 SP No.2, 36-37: 2x4 SP No.1 JOINTS 1 Brace at Jt(s): 34, 35 MiTek recommends that Stabilizers and required cross bracing 4 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 20=1389/0-8-0, 29=1698/0-8-0, 33=557/0-8-0 Max Horz 33=517(LC 33) Max Uplift 20=-563(LC 34), 29=-978(LC 8), 33=-510(LC 8) Max Grav 20=1617(LC 15), 29=1842(LC 38), 33=587(LC 39) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-438/279, 2-3=-584/413, 3-4=-434/381, 4-5=1052879, 5-6=-1209/459, 6-7=-901/344, 7-9=-1496/380, 9-10=-493/1191, 10-11=-764/328, 11-12=-681/319, 12-13=-790/344, 13-14=-3182/1022, 14-16=-3031/939, 16-17=-4405/1360, 17-18=-3253/1032 BOT CHORD 1-33=-280/454, 32-33=-368/445, 31-32=-435/555, 30-31=-752/1042, 29-30=-225/813, 28-29=-1981515, 26-28=-145/1719, 25-26=-14811729, 23-25=-1 52/174 1, 22-23=-104013815, 21-22=-865/2955, 20-21=294/121 WEBS 4-32=-464/303, 4-31=-436/646, 5-31=-613/277, 5-30=-366/463, 6-30=-373/404, 6-29=-621/611, 7-29=11504/618, 9-28=-113/422, 26-36=0/630, 10-36=-1687/784, 25-37=0/501, 13-37=-412/1729, 14-23=-414/336, 16-23=-1316/517, 16-22=-1821845, 17-22=-240/1093, 17-21=-824/303, 18-21=-939/3103, 18-20=-1501/562, 34-36=-3062/1049, 34-35=-1229/394, 35-37=-387/1061, 2-33=-365/315, 3-32=-166/257, 12-35=-96/370,10-34=-715/1960,13-35=-2476/832,9-36=-2371/863,7-28=-389/1203, 28-36=-1 340/359, 23-37=-631/1318 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=4.2psf; BCDL=6.Opsf; h=16ft; B=54ft; L=47ft; eave=6ft; Cat. Il; Exp C; Encl., GCpi=0.18, MWFRS (directional); cantilever left and right exposed ; end vertical left and right_exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The solid section of the plate is required to be placed over the splice line at joint(s) 27. 5) Plate(s) atjoint(s) 1, 4, 5, 8, 11, 12, 15, 32, 30, 22, 20, 19, 31, 6, 29, 7, 28, 9, 10, 26, 13, 25, 14, 23, 16, 17, 21, 18, 2, 33, 3, 34, 35, 24, 36 and 37 checked for a plus or minus 0 degree rotation about its center. 6) Plate(s) at joint(s) 27 checked for a plus or minus 4 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads ,& WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK 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 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 rt Truss Truss Type Qty Ply 29624-LICausi, Steve-LiCausi Res T11769813 29624 A08G ATTIC GIRDER 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8,120 s Jun 22 2017 MiTek Industries, Inc. Mon Aug 7 05:24:00 2017 Page 2 ID:MQIF7nZmION?1 rr6nNtmO WyrH2W-ztVhx37Oh8KJBFEH00geQw4rCMTBZB9irJwrhDygKwz NOTES- 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, with BCDL = 10.Opsf. 9) Ceiling dead load (5.0 psf) on member(s). 34-36, 34-35, 35-37 10) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 25-26 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 20=563, 29=978, 33=510. "I2) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 90 lb down and 87 lb up at 2-9-12 on top chord, and 100 lb down and 34 lb up at 2-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 14) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. s15) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert:1-4=-54, 4-5=-54, 5-11 =-54, 11-12=-54, 12-19=-54, 32-38=-20, 30-32=-20, 26-30=-20,25-26=-30, 22-25=-20, 20-22=-20, 20-41 =-20, 36-37=-1 0 Concentrated Loads (lb) Vert: 45=6(B) ®WARNING • Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not �• a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall ii��iiii■ 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 East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 lob �a Truss Truss Type Qty Ply 29624-LiCausi, Steve-LiCausi Res T11769814 29624 A09 ATTIC 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 6.12U s Jun'LL 2U1I MI IeK InauStneS, Inc. mon Aug I uo:24:u1 Lu1I rage 1 ID:MQIF7nZmION71rr6nNtmOWyrH2W-S3348P8eSSSApOpTajBty8c pmp71fss4zgODfygKwy 19-10-4 25-9-12 3.7-15 6-8-0 10.2-0 15-8-14 17-6-0 19-1-1 23-5-12 24-2-15 27.7-2 31.2-14 36-8-0 39-8-0 42-8-0 ,4V 3-7-153E0 S_, 4 1-9E S13 3-7-8 -9- 1-9.6 17-12 112 3-0-0 3-0-0 1-6-8 0-9-3 1-6-13 Scale=1:80.5 r 3x4 - 3 3x4 2 4x8 i 1 YT 25 d 26 5X6 4x4 % 27 2x4 II 4.00 12 5x5 = 6.00 12 7 3x4 6 3x6 30 4x4 i 4x4 II 45 5x1 1 // 3-0 24 35 23 22 5X8 = 4x6 = 2x4 11 5x5 = 8 3x6 9 4x4 1 5X8 \\ 10 3x6 4x4 II 11 3x4 d d 12 3x4 13 21 20 36 19 18 2x4 11 4X6 = 3xe = 5x8 M18SHS = 5X6 16 5X6 = US = 44-2-8 r 3-7-15 6-8-0 + 10.2-0 17-6.4 19-10-0 235-12 259-12 31-2-14 36-8-0 , 39-8-0 42-8-0 43410 , 3.7-15 3-0.1 3LI 7-4-4 2-4-0 3-7-8 2-4-0 S-S2 5-5-2 3-0.0 3-0.0 0-8- LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC20141TPI2007 CSI. TC 0.60 BC 0.85 WB 0.87 Matrix -MS DEFL. Vert(LL) Vert(TL) Horz(TL) Attic in (loc) I/deft L/d 0.45 19-21 >867 240 -0.92 21-22 >425 180 0.33 16 n/a n/a -0.27 21-22 366 360 PLATES GRIP MT20 2441190 M18SHS 244/190 Weight: 287 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-7 oc purlins, BOT CHORD 2x4 SP No.2 `Except* except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-8. 20-23: 2x4 SP 285OF 1.8E BOT CHORD Rigid ceiling directly applied or 5-7-14 oc bracing. WEBS 2x4 SP No.3 `Except* WEBS 1 Row at midpt 4-28, 24-28 28-29: 2x4 SP No. 1. 14-17: 2x4 SP No.2, 14-16,1-27: 2x6 SP No.2 JOINTS 1 Brace at Jt(s): 30, 31 MiTek recommends that Stabilizers and required cross bracing y be installed during truss erection,, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 27=514/0-8-0, 16=1423/0-8-0, 24=1483/0-8-0 Max Horz 27=521(LC 7) Max Uplift 27=-374(LC 8), 16=-576(LC 8), 24=-832(LC 8) Max Grav 27=564(LC 15), 16=1661(LC 15). 24=1804(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=1108/749, 2-3=1427/545, 3-4=-1174/307, 4-6=-212/581, 6-7=-922/371, 7-8=-809/331, 8-9=-926/357, 9-1 0=-3306/1007,10-12=-3154/975, 12-13=-4558/1407, 13-14=-3355/1062,1-27=-496/364 BOT CHORD 26-27=-514/409, 25-26=-646/1000, 24-25=-285/1000, 22-24=-182/1824, 21-22=-18511835, 19-21=-189/1848,18-19=-1081/3950,17-18=-894/3050,16-17=-302/123 WEBS 2-26=-290/35, 2-25=197/410, 3-25=348/384, 3-24=-491/465, 4-24=-384/329, 4-28=-1527/487,22-28=0/641,6-28=-1340/705,28-30=-2606/801,30-31=-1205/418, 29-31=-329/1052, 21-29=0/516, 9-29=-382/1723, 19-29=-619/1320, 10-19=-413/327, 12-19=-1342/526, 12-1 8=-1 89/869, 13-18=-255/1142, 13-17=-853/311, 14-17=-968/3201, 14-16=-1542/575,1-26=-527/920,8-31=-95/412,6-30=-399/1473,9-31=-2456/794, 10-29=-295/185, 24-28=-1802/407 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=4.2psf; BCDL=6.Opsf; h=16ft; B=54ft; 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; porch left 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) The solid section of the plate is required to be placed overrthe splice line at joint(s) 23. 6) Plate(s) at joint(s) 5, 7, 8, 11, 27, 25, 18, 16, 15, 2, 26, 3, 24, 4, 28, 6, 22, 9, 21, 29, 10, 19, 12, 13, 17, 14, 1, 30, 31 and 20 checked for a plus or minus 0 degree rotation about its center. 7) Plate(s) at joint(s) 23 checked for a plus or minus 4 degree rotation about its center. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tali by 2-0-0 wide win fit between the bottom chord and any other members, With BCDL = 10.Opsf ® 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 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 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 29624-LiCausi, Steve-LiCausi Res T11769814 29624 A09 ATTIC 1 1 Job Reference (optional) East Coast Truss,. Ft. Pierce, FL 34946 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Aug 7 05:24:01 2017 Page 2 ID:MQIF7nZmION?1rr6nNtmOWyrH2W-S334BP8eSSSApOpTajBty8c pmp7lfss4zgODfygKwy NOTES- 10) Ceiling dead load (5.0 psf) on member(s). 28-30, 30-31, 29-31 11) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 21-22 12) Bearing at joint(s) 27 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 27=374, 16=576, 24=832. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. ®WARNING - Ver11y 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 'dob . Truss Truss Type City Ply 29624-LiCausi, Steve-LlCausi Res T11769815 29624 A10 ATTIC 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Aug 7 05:24:02 2017 Page 1 ID:MQIF7nZmION?l rr6nNtmOWyrH2W-wFdSLI9GDIal RYOg8Qi6VL991A7V15V?JdPym6ygKwx 19-11-9 26-84 1E-8 4-68 7�-8 11-0-8 2-11-10 I -7$ 8-4-12 20 8- 2 24-0-1 2 1 8-5-11131-10-10 2,7 41-0-8 45-1.0 1-6-8 3-0.0 3-0.0 3-6-0 1-11-2 3-7-12 1-9-6 -6-13 3-7-8 0- 1-9-6 3-SO 5-25 3-11-8 4-0.8 0-9-3 1-6-13 Scale = 1:86.3 5x5 = 5x5 = 6.00 12 3x6 8 9 3x6 7 10 3x6 4x6 i 11 4x6 3x6 28 29 30 12 6 4x6 I I 4x6 11 3.00 12 5 3x6 i Sxt ii 5x8 �� re 5x5 = 4 (6 13 2x4 3x6 -6-8 8-0.0 14 x8 � 3 15 I�6 I� 1 2 CSo 0 24 23 39 22 21 20 19 18 17 16 N �I 25 Sx6 = 6x8 = 4x6 —_ 2x4 II 3x8 = 3x6 = 4x6 _ 26 4x6 2x4 II 4x6 = 5x6 WB = 6x8 II 46 =5)c6 4.00 12 1-6-8 10- 4-6-8 7S8 11-0-8 18-4-12 20.8-12 24-0.4 26-8� 31.10.10 37-1-0 44-2-8 4 1- 0-10. 3-0-0 3-0-0 36-0 7-4-4 2-0-0 3-7-8 2-0-0 5-2E 5-2E 7-1-8 0.10- 0-8-0 Plate Offsets (X Y)-- 18:0-2-8 0-2-41 19:0-2-8.0-2-41.115:0-2-6,Edgel.l15:0-0-0.0-1-71,127:0-5-0,0-2-01.f30:0-3-4,0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.51 18-20 >794 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(TL) -0.97 20-21 >422 180 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(TL) 0.15 15 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Attic -0.28 20-21 360 360 Weight: 285 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 13-15: 2x4 SP 2850F 1.8E BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 19-22: 2x4 SP 285OF 1.8E WEBS WEBS 2x4 SP No.3 `Except' JOINTS 2-26: 2x6 SP No.2, 27-30: 2x4 SP No.1 OTHERS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (lb/size) 26=63210-8-0, 23=147410-8-0, 15=1395/0-8-0 Max Horz 26=433(LC 7) Max Uplift 26=448(LC 8), 23=-857(LC 8), 15=-559(LC 8) Max Grav 26=632(LC 1), 23=1797(LC 14), 15=1533(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=950/621, 3-4=-1247/499, 4-6=-1047/276, 6-7=-260/644, 7-8=-910/384, 8-9=799/343, 9-10=913/368, 10-12=-3284/1104, 12-13=3090/1027, 13-14=-4086/1367, 14-15=-3448/1263 BOT CHORD 25-26=-493/324, 24-25=-633/854, 23-24=356/946, 21-23=-301/1827, 20-21=-305/1838, 18-20=-310/1850,16-18=-1258/3968,15-16=-1144/3221 WEBS 2-26=-542/402, 2-25=-588/943, 3-25=-303/73, 3-24=-150/423, 4-24=-333/324, 4-23=-435/454, 6-23=-388/327, 6-27=-1427/501, 21-27=0/641, 7-27=-1364/755, 27-28=-2567/858, 28-29=-1157/417, 29-30=-390/1156, 20-30=0/447, 10-30=-462/1726, 12-18=-412/330, 13-18=-1377/563, 9-29=-100/402, 7-28=-462/1483, 10-29=-2443/874, 12-30=-286/258, 23-27=-1838/459, 18-30=-684/1357, 14-16=-109/765 Structural wood sheathing directly applied or 3-0-5 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 8-9. Rigid ceiling directly applied or 2-2-0 oc bracing. 1 Row at midpt 6-27, 23-27 1 Brace at Jt(s): 28, 29 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 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=4.2psf; BCDL=6.Opsf; h=16ft; B=54ft; 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; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The solid section of the plate is required to be placed over the splice line at joint(s) 22. 5) Plate(s) at joint(s) 5, 8, 9, 11, 13, 1, 26, 24, 2, 25, 3, 4, 23, 6, 27, 7, 21, 10, 20, 12, 18, 16, 15, 15, 28, 29, 30, 17, 19 and 14 checked for a plus or minus 0 degree rotation about its center. 6) Plate(s) at joint(s) 22 checked for a plus or minus 4 degree rotation about its center. 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, with BCDL = IO.Opsf. ;ontiryled on Page 2 �B WARN NG • 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 WWI) connectors. This design is based only upon parameters shown, and Is for an Individual building component, not �' a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MiTek' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPll Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. 6904 Parke East Blvd. Tampa, FL 36610 Job !, Truss Truss Type Qty Ply 29624-LICaus!, Steve-LiCausi Res T11769815 29624 A10 ATTIC 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Aug 7 05:24:03 2017 Page 2 I D:MQI F7nZmI ON?l rr6nNtmOWyrH2W-OSAgZ5Au_3iu2izsi8DL1 ZiK2aTkmYl8XH9VIYygKww NOTES- 10) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 20-21 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 26=448, 23=857, 15=559. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. WARNING - Verify design parameters and READ NOTES ON THIS 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 properly Incorporate this design Into the overall Nil 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 East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 yob ', Truss Truss Type Qty Ply 29624-LiCausi, Steve-LiCausi Res T11769816 29624 All ATTIC 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.1zu s dun zz zu11 mi I etc inaustnes, Inc. mon Aug t u5:z4:u4 Lu1 t rage 1 ID:MQIF7nZmION?lrr6nNtmOWyrH2W-sekCmRAWINglgsY2FrkaamERc t3V?Mlmxu3gygKwv 7-6-8 1 -0.8 a-0-12 18- 12 22-6-8 26-8-4 7 4 34-0-8 3 -6.8 40.6.8 43-6-8 5-1-0 1.6-8 3-0.0 3-0.0 3-6-0 7-0-4 -0 4.1-12 4-1-12 0- -0 7-0.4 3E-0 3-0-0 3.0.0 1-6-8 7x10 M18SHS = 7x10 M18SHS = 2x4 II 6.00 12 7 8 9 4x6 3x6 28 3x6 i 5 6 5x1 /i 4 3x6 -8 4x8 i 1 2 0 25 24 37 23 22 of 26 7x6 _ 5x8 = 4x6 = 2x4 I 27 5x6 4x6 =5x6 = 4.00 FIT Scale = 1:81.1 6x8 = 4x6 3x6•� 5 0 \\ 10 3x6 d 11 1b 12 3x6 8-0-0 13 4x8 Ah 14 21 20 38 19 18 17 15 ). N 2x4 II 4x8 = 5x8 = 7x6 = o 5x6 16 5x6 `4x6 = 1-6-8 45-1-0 0 10. 4.6-8 7-6-8 11-0-8 18.4-12 26-84 34-0-8 37.6-11 40.6-8 43.6-8 4 2- -1 3-0.0 3-0-0 35-0 7-44 e-3-8 7-0-0 3S0c LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TPI2007 CSI. TC 0.89 BC 0.77 WB 0.95 Matrix -AS DEFL, in (loc) I/dell Ud Vert(LL) 0.43 19-21 >899 240 Vert(TL) -0.86 21-22 >455 180 Horz(TL) 0.31 16 n/a n/a Attic -0.27 21-22 369 360 PLATES GRIP MT20 244/190 M18SHS 244/190 Weight: 289 lb FT = 0% 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. 20-23: 2x4 SP 285OF 1.8E WEBS 1 Row at midpt 6-28, 24-28, 19-29 WEBS 2x4 SP No.3 *Except` 3 Rows at 1/4 pts . 28-29 2-27,14-16: 2x6 SP No.2, 2-26,14-17: 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation auide. REACTIONS. (lb/size) 27=601/0-8-0, 16=1415/0-8-0. 24=1487/0-8-0 Max Horz 27=459(LC 7) Max Uplift 27=-474(LC 8), 16=-574(LC 8), 24=-815(LC 8) Max Grav 27=601(LC 1), 16=1656(LC 15), 24=1760(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-881/596, 3-4=-1151/471, 4-6=-983/189, 6-7=-390/1033, 7-8=-1394/551, 8-9=-1394/551, 9-10=-3226/1020; 10-12=-3494/1095, 12-13=-4492/1371, 13-14=-3357/1067 BOT CHORD 26-27=-509/310, 25-26=-495/797, 24-25=-225/849, 22-24=-18811849, 21-22=-194/1866, 19-21=-198/1880,18-19=-1034/3880,17-18=-902/3052,16-17=-290/126 WEBS 2-27=-506/386, 2-26=-555/867, 3-26=-284/70, 3-25=-122/368, 4-25=-295/308, 4-24=-425/420, 6-24=-330/313, 6-28=-1799/634, 22-28=0/632, 7-28=-1157/650, 21-29=0/557, 9-29=-251/1411, 10-29=-432/255, 10-19=-402/361, 12-19=-961/333, 12-18=-219/835, 13-18=-203/1062, 13-17=-846/321, 14-17=-978/3192, 14-16=1520/563, 28-30=-3287/1111, 29-30=-400/1251, 7-30=-986/2687, 9-30=-1900/541, 24-28=-1845/444, 19-29=-727/1565 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=4.2psf; BCDL=6.Opsf; h=16ft; B=54ft; L=45ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; endl vertical left and right exposed; porch left 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) Plates checked for a plus or minus 0 degree rotation about its center. 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) Ceiling dead load (5.0 psf) on member(s). 28-30, 29-30 9) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 21-22 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 27=474,16=574,24=815 j WARNING -Verify design parameters and READ'NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 114I1-7473 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 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 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 ob . Truss Truss Type Qty Ply 29624-LiCausi, Steve-LiCausi Res T11769816 29624 A11 ATTIC 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Aug 7 05:24:04 2017 Page 2 ID:MQIF7nZm10N?1rr6nNtmOWyrH2W-sekCmRAWINglgsY2FrkaamERc t3V?Mlmxu3q_ygKwv NOTES- 11) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and %' gypsum sheetrock be applied directly to the bottom chord. 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. ®WARNING -Verify design parameters and READ NOTES ON THIS 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 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 ob *1 Truss Truss Type Qty Ply 29624-UCausi, Steve-LiCausi Res ' T11769817 9624 Al2 Hip 1 1 Job Reference (ootional) East Coast Truss, Ft. Pierce, FL 34946 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Aug 7 05:24:05 2017 Page 1 ID:MQIF7nZmION?l n6nNtmOWyrH2W-Kgla_nB8WgyclO7FpZFp7_ngTNF6EUiR?becNQygKwu i1-0.8 i 4-6-8 7-6-8 15-4-12 i 22-6-8 29-8-0 37.6.8 40-8.8 43-6.8 d5-1.Oi 3-0.0 3-0-0 7-10-4 7-1-12 7-1-12 7-10-4 3-0-0 3-0.0 1-6-8 6.00 12 5x8 = 6- 3x6 i • 5 3x6 4 3I i 4x8 i 3 146 2 0 23 22 I 24 5x6 = 3x6 25 4x8 4x6 = 5x6 = 4.00 12 5x5 = 5x5 = 5x8 = 833 Scale = 1:79.4 4x5 -zZ 14 5x6 = 4x6 = 1-68 45-1-0 1 46-8 7-68 15-4-12 22-0-8 29-8-4 37-6-8 40-6-8 436-8 4 2 0-10- 3-0.0 3-0-0 7-10-0 6-7- 22 0 6-7-12 7-10-0 M 3-0.0 0-& LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TPI2007 CSI. TC 0.62 BC 0.59 WB 0.82 Matrix -AS DEFL. in (loc) I/defl L/d Vert(LL) 0.29 22-23 >834 240 Vert(TL) -0.31 16-17 >825 180 Horz(TL) 0.10 14 n/a n/a PLATES GRIP MT20 244/190 Weight: 252 lb FT = 0% 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 *Except* WEBS 1 Row at midpt 4-22, 6-20, 8-19, 10-17 2-25,12-14: 2x6 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) 25=548/0-8-0, 14=601/0-8-0, 20=2188/0-8-0 Max Horz 25=402(LC 7) Max Uplift 25=632(LC 8), 14=-201(LC 8), 20=-1560(LC 8) Max Grav 25=621(LC 17), 14=749(LC 14), 20=2188(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=882/910, 3-4=-1060/1119, 4-6=107/346, 6-7=-613/1096, 7-8=-539/926, 8-10=-468/150, 10-11=-1549/176, 11-12=-1236/184 BOT CHORD 24-25=-387/256, 23-24=-968/787, 22-23=-1034/924, 20-22=-450/187, 19-20=-993/981, 17-19=-103/465, 16-17=-22/1316, 15-16=-75/1092 WEBS 2-25=-534/544, 2-24=-825/843, 4-23=-430/380, 4-22=-943/1067, 6-22=-480/471, 6-20=-1264/1132, 7-20=-1193/602, 7-19=264/809, 8-19=1208/660, 8-17=-35/513, 10-1 7=-1 155/504,10-16=0/406,11-16=0/326,11-15=-282/53,12-15=-1 12/1134, 12-14=-688/238 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=4.2psf; BCDL=6.Opsf; h=16ft; B=54ft; 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; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 25=632,14=201,20=1560. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ®WARNING - Verify design parameters and READ NOTES ON THIS 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 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 Qty Ply 29624-LiCausi, Steve-LiCausi Res T11769818 29624 A13 Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Aug 7 05:24:06 2017 Page 1 I D:MQIF7nZmION?l rr6nNtmO WyrH2 W-ol szB7CnH_5TvAiRNGn2fBKuNnadzwrbEFN9vtygKwt ii•6-8 4-6-8 i 7-6.8 12-8-12 17-7-10 22-6.8 27-5-6 32-4-4 37-6-8 i 40-6-8 43-6.8 45-1-Oi 1 6 8 3-0-0 3-0-0 5-2-4 4-10-14 410-14 4.10-14 4-10-14 5.2-4 3-0-0 3-0-0 6.00 12 5x5 = 3x6 = 634 35 7 3x6 r 3x6 i 5 4 3x6 16 4x8 i 3 2 0 1 25 �I 265 5x6 = 0 27 4x6 44 = 5x6 = 4.00 12 24 23 3x8 = 4x6 = 5x5 = 3x6 = 5x5 = 8 9 36 10 37 22 21 20 19 = 5x5 = 4x6 = 3x8 5x5 = Scale = 1:79.4 3x6 3x6 11 12 3x6 13 4x8 O 14 18 o d 5x6 = 17 15 I� N 4x6 16 0 5x6 = 4x6 = 1-6-8 . 45-1-0 01121 4$8 7£-8 12-8-12 22-0-8 3-0- 32-4-0 37-6-8 L= 43-68 4 -2 0.10- 3-0.0 3-0.0 5-2-0 9-3-12 •0.0 9-3-12 5-2-0 3-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.27 22-24 >915 240 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(TL) -0.37 19-21 >703 180 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(TL) 0.08 16 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 *Except* 2-27,14-16: 2x6 SP No.2 REACTIONS. (lb/size) 27=607/0-8-0, 16=658/0-8-0, 22=2071/0-8-0 Max Horz 27=346(LC 7) . Max Uplift 27=-682(LC 8), 16=-248(LC 8), 22=-1462(LC 8) Max Grav 27=653(LC 17), 16=759(LC 14), 22=2071(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD - 2-3=-982/1056, 3-4=-1095/1201, 4-6=-417/532, 6-7=-315/535, 7-8=-645/1158, 8-9=-594/943, 9-10=-603/106, 10-12=-701/60, 12-13=-1500/305, 13-14=-1288/308 BOT CHORD 26-27=-330/193, 25-26=-963/877, 24-25=-940/939, 22-24=-434/313, 21-22=-1035/954, 19-21=-199/493, 18-19=-109/1251, 17-18=-198/1140 WEBS 2-27=-561/589, 2-26=-982/955, 4-25=-375/319, 4-24=-667/753, 7-24=-694/792, 7-22=-1136/980, 8-22=-1145/342, 8-21=-111/920, 9-21=-1074/648, 9-19=-348/732, 12-19=-815/369,12-18=-34/387,13-17=-282/109,14-17=-242/1203,14-16=-691/267 PLATES GRIP MT20 244/190 Weight: 247 lb FT = 0% Structural wood sheathing directly applied Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 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=4.2psf; BCDL=6.Opsf; h=16ft; B=54ft; L=45ft; eave=6ft; Cat. Il; Exp C; Encl., GCpj=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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) 27=682,16=248,22=1462.. 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 MI1.7473 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 p � building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing irn iTek• 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 ,lob ' , Truss Truss Type City Ply 29624-LiCausi, Steve-LiCausi Res T11769819 29624 A14G Hip Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.120 s Jun Z2 zU11 MI I etc Inaustnes, Inc. Mon Aug / U5:z4:U6 zui f rage 1 ID:MQI F7nZmI ON71 rr6nNtmOWyrH2W-kPJcoD1 pbLA9TrgUhpWkcP5obCgRoYuhYsGzlyqKwr i1-6-8 4-6.8 i 7-6-8 10.0.12 16-3-12 22.6.12 i 28-94 35-0-4 i 37-6-8 40-6-8 43.6.8 d5.1.Oi 1.6� 0 3-0-0 2.6.4 6-3-0 6-3-0 6.2-8 6-3-0 2-6.4 3-0-0 3-0-0 1-6.8 Scale = 1:78.0 = 5x8 = 5x5 - 5x6 = 46 = 6x6 = 5x8 = 6.00 12 35 5 36 37 38 396 4041 42 7 43 8 44 45 46 947 48 49 50 5110 52 3x6 3 4x8 2 ` 00 1 26 25 53 54 55 56 24 23 57 22 21 58 59 60 20 1961 62 63 18 64 17 5x6 _ 0 27 3x6 = 4x6 = 5x6 = 3x6 = 3x6 = 6x6 = 28 5x5 3x6 = 3x6 = 3x6 = 4x6 =5x6 = 4.00 12 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 3x6 12 ;1 4x8 13 14 16 5x5 zz� 15 5x6 = 4x6 = 1-6-8 45-1-0 0 10- 4-6-8 7E8 10.0.12 16-3-12 22-0-8 28-94 35-0-4 37-6-8 40E-8 43-6-8 4 -2 -10. 3-0-0 3-0-0 26-4 630 5,t12 .0 112 6-3-0 2-6-4 3-0-0 3-0.0 0- LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.28 24-25 >889 240 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.31 18-19 >825 180 BCLL 0.0 Rep Stress Incr NO WE 1.00 Horz(TL) 0.24 15 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS LUMBER - TOP CHORD 2x4 SP N0.2 `Except' 5-7,7-10: 2x4 SP No.1 ETOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 2-28,13-15: 2x6 SP No.2 REACTIONS. (lb/size) 28=1071/0-8-0, 15=1166/0-8-0, 22=3851/0-8-0 Max Horz 28=290(LC 7) Max Uplift 28=-1189(LC 8), 15=-842(LC 8), 22=-3812(LC 8) Max Grav 28=1087(LC 17). 15=1363(LC 30), 22=4148(LC 29) PLATES GRIP MT20 244/190 Weight: 241 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-7-14 oc bracing. WEBS 1 Row at midpt 5-24, 6-22, 9-21, 10-19 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1988/2231, 3-4=-2530/2882, 4-5=-1532/1850, 5-6=-222/568, 6-8=-2358/2771, 8-9=-1843/2071, 9-10=-964/420, 10-11=-2261/1428, 1.1-12=-3508/2287, 12-13=-2686/1676 BOT CHORD 27-28=-381/237, 26-27=-2015/1845, 25-26=-2362/2252, 24-25=-1561/1398, 22-24=-577/222, 21-22=-2202/2234, 19-21=-230/877, 18-19=-1069/1987, 17-18=-1808/2972, 16-17=-1464/2432, 15-16=-255/172 WEBS 2-28=-971/1068, 2-27=-2127/1935, 3-27=557/502, 3-26=-669/626, 4-26=-109311077, 4-25=-1152/1164, 5-25=-823/862, 5-24=-1492/1312, 6-24=-672/940, 6-22=-3180/3363, 8-22=-2541/1968, 8-21=-1036/1728, 9-21=-3317/2601, 9-19=-331/889, 10-19=1251/1040, 1 0-18=-497/1038,11-18=-1324/978, 11-17=-905/1259, 12-17=-634/823, 12-16=-662/489, 13-16=-156112560, 13-15=-1260/817 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=4.2psf; BCDL=6.Opsf; h=16ft; B=54ft; 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; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 Qt=1b) 28=1189,15=842,22=3812. ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1016312015 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 bucking of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek I 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 glob Truss Truss Type Qty Ply 29624-LiCausi, Steve-LiCausi Res T11769819 29624 A14G Hip Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Aug 7 05:24:08 2017 Page 2 I D:MQI F7nZmION71 rr6nNtmO WyrH2W-kPJcoD 1 pbLA9TrgUhpWkcP5obCgRoYuhYsGzlyqKwr NOTES- 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 37 lb down and 73 lb up at 7-7-4, 219 lb down and 269 lb up at 9-7-4, 222 lb down and 259 lb up at 11-7-4, 222 lb down and 259 lb up at 13-7-4, 222 lb down and 259 lb up at 15-7-4, 222 lb down and 259 lb up at 17-7-4, 222 lb down and 259 lb up at 19-7-4, 222 lb down and 259 lb up at 21-7-4, 222 lb down and 259 lb up at 23-5-12, 222 lb down and 259 lb up at 25-5-12, 222 lb down and 259 lb up at 27-5-12, 222 lb down and 259 lb up at 29-5-12, 222 lb down and 259 lb up at 31-5-12, 222 lb down and 259 lb up at 33-5-12, and 219 lb down and 269 lb up at 35-5-12, and 37 lb down and 73 lb up at 37-5-12 on top chord, and 622 lb down and 500 lb up at 7-6-8, 79 lb down at 9-7-4, 79 lb down at 11-7-4, 79 lb down at 13-7-4, 79 lb down at 15-7-4, 79 lb down at 17-7-4, 79 lb down at 19-7-4, 79 lb down at 21-7-4. 79 lb down at 23-5-12, 79 lb down at 25-5-12, 79 lb down at 27-5-12, 79 lb down at 29-5-12, 79 lb down at 31-5-12, 79 lb down at 33-5-12, and 79 lb down at 35-5-12, and 584 lb down and 539 lb up at 37-6-8 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=-54, 5-10=-54,10-14=-54, 28-29=-20, 26-28=-20, 17-26=-20, 15-17=-20,15-32=-20 Concentrated Loads (lb) Vert: 26=458(B) 23=39(B) 17=-458(6) 20=-39(B) 35=-93(B) 36=-92(B) 38=-92(B) 39=-92(B) 41=-92(B) 42==92(B) 43=-92(B)A4=-92(B) 45=92(B) 46=-92(B) 48=-92(B) 49=-92(B) 51=-92(B) 52=-93(B) 53=-39(B) 54=-39(B) 55=-39(B) 56=-39(B) 57=-39(B) 58=-39(B) 59=-39(B) 60=-39(B) 61=-39(B) 62=-39(B) 63=-39(B) 64=-39(B) ®WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 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 ob ', Truss Truss Type City Ply 29624-LiCausi, Steve-LiCausi Res ` T11769820 29624 A15 ATTIC 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 012 i 2 Y 20 21 5x8 M18SHS = 7x6 6.00 12 8.120 s Jun 22 2017 MiTek Industrie I D:MQIF7nZmION?1 rr6nNtmO WyrH2 W-DbY5p8EfZvT1 me 20-4-12 20-Pi12 24.6.8 28-8.4 31.6.8 3.9-6 10- • 3.9.12 4-1-12 2-10-4 5x8 = 2x4 II 3x4 = 2x4 II 7 8 9 10 16 15 3x8 M18SHS = 2x4 II Inc. Mon Aug 7 05:24:09 2017 Page 1 02PKIHgxPM?YMAFp 1 wCcpWCygKwq 35-9-1 4�-1 Scale = 1:69.6 5x8 = 8.00 12 11 22 3x6 = 5x6 _ 4.00 12 1-6-8 0 10- 4-6-8 7-6-8 13-11-10 20-4-12 28-84 31-6-e 35-9-7 -1 3-0-0 3-0-0 6-5-2 6-52 838 2-10-0 4-2-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(TL) BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) BCDL 10.0 Code FBC2014/TP12007 Matrix -AS Attic LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORC BOT CHORD 2x4 SP No.2 *Except* BOT CHORC • 18-20,13-16: 2x4 SP 285OF 1.8E, 16-18: 2x4 SP No.1 WEBS WEBS 2x4 SP No.3 `Except' JOINTS 2-22,12-13: 2x6 SP No.2 REACTIONS. (lb/size) 22=142810-8-0, 13=136710-6-15 Max Horz 22=417(LC 8) Max Uplift 22=612(LC 8), 13=-558(LC 8) Max Grav 22=1542(LC 14), 13=1538(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3232/1280, 3-4=-4421/1768, 4-6=-2780/1025, 6-7=-1967/718, 7-8=-1959/862, 8-9=962/389, 9-10=-962/389, 10-11=-277/443, 11-12=-858/360, 12-13=-1465/580 BOT CHORD 21-22=-404/163, 20-21=-1531/3164, 19-20=-1816/4047, 17-19=-1037/2566, 15-17=-561/1707, 14-15=-561/1691 WEBS 2-22=-14851699, 2-21 =-I 222/3054, 4-20=359/931, 4-1 9=-1 557/818, 6-19=-1881578, 6-17=-1034/593, 17-24=-244/1033, 7-24=302/401, 15-23=01637, 10-23=-841/452, 14-23=-2549/873, 11-14=-491/1242, 23-25=-2030/856, 12-14=-358/1173, 11-23=-1389/702, 10-25=-608/1367, 3-21=-827/377, 3-20=-397/1137, 8-24=-635/1350, 8-25=-966/317 in (loc) Vdefl Ud -0.33 15-17 >999 240 -0.70 15-17 >586 180 0.24 13 n/a n/a -0.28 15-17 360 360 PLATES GRIP MT20 244/190 M18SHS 2441190 Weight: 260 lb FT = 0% Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. 1 Row at midpt 4-19, 6-17, 14-23 1 Brace at Jt(s): 23, 24, 25 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 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=4.2psf; BCDL=6.Opsf; h=16ft; B=54ft; L=45ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left 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) Plates checked for a plus or minus 0 degree rotation about its center. 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) Ceiling dead load (5.0 psf) on member(s). 24-25, 23-25 9) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 15-17 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 22=612,13=558. 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and%" gypsum shee!rock be applied directly to the bottom chord. . ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11711.7473 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 applicabllity 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 i Sob Truss Truss Type Qty Ply 29624-LiCausi, Steve-LiCausi Res �A15 T11769820 29624 ATTIC 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 . 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Aug 7 05:24:10 2017 Page 2 ID:MQIF7nZmI ON?l rr6nNtmOWyrH2W-ho5T1 UFHKDbuOn?Cc6r_g1 Ua6Oubvi3A9sLN2eygKwp NOTES- 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. ®WARNING - Verity 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 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 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 'Sob Truss Truss Type City Ply 29624-LiCausi, Steve-LiCausi Res T11769821 29624 A16 ATTIC 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 t3.12U s Jun 2Z ZUl / MI I eK Inaustnes, Inc. Mon Aug / Ub:Z4:11 ZUl / Pagel ID:MQI F7nZmI ON?l rr6nNtmOWyrH2W-9_fsEgGv5WjlOxaOApMDMF 1 hMoEheALKN W5wa4ygKwo r i 4-6-8 i 7-6-8 12.9-10 i 18-0-12 20-4-12 i 24-6-8 i 28-8-4 i 33-6-8 35-9-7 i 1161. 3-0-0 3-0.0 5-3.2 5.3-2-1-12 4-1-12 4-10.4 2-2-15 2x4 II 5x8 = 4x4 = 34 = 6.00 12 7 31 8 9 10 Scale = 1:65.0 5x6 = 5x8 = 8.0012 11 32 12 4x8 Efteb 13 F. 5x6 3x6 = 4.00 12 1-6-8 -10- 4-6-8 7S8 12-9-10 18-0-12 204 2 2M4 33&-8 35-9-7 5-3.1 5-3-2 2-4-0 8-3.8 4-10-0 2-2-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL.. in ([cc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.41 18-19 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(TL) -0.81 16-18 >503 180 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(TL) 0.26 14 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -AS Attic -0.26 16-18 383 360 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 *Except* 20-22,14-17: 2x4 SP 285OF 1.8E, 17-20:2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 2-24,13-14: 2x6 SP No.2, 2-23,8-27,11-27: 2x4 SP No.2 REACTIONS. (lb/size) 24=1430/0-8-0, 14=1369/0-6-15 Max Horz 24=417(LC 8) Max Uplift 24=611(LC 8), 14=-556(LC 8) Max Grav 24=1539(LC 14), 14=1533(LC 14) PLATES GRIP MT20 244/190 M18SHS 244/190 Weight: 269 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 15-26 3 Rows at 1/4 pts 25-26 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3206/1282, 3-4=-4335/1758, 4-6=-2927/1094, 6-7=-2156/819, 7-8=-3537/1295, 8-10=-1786/767, 10-11=-1786/767, 11-12=-564/1233, 12-13=-526/224, 13-14=-1412/550 BOT CHORD 23-24=-369/101, 22-23=-1536/3095, 21-22=-1799/3926, 19-21=-1116/2669, 18-19=-569/1680,16-18=-560/1686,15-16=-556/1675 WEBS 2-24=-1470/693, 2-23=-1231/3042, 3-23=-809/386, 3-22=-378/1074, 4-22=-380/886, 4-21=-13531735, 6-21=-197/631, 6-19=991/529, 18-25=0/554, 16-26=0/565, 11-26=-804/482, 12-15=-113/462, 13-15=410/1165, 25-27=-690/1892, 26-27=-2998/1242, 7-25=-568/1835,12-26=-1661/798,15-26=-2123/691,19-25=-466/757,8-27=-1782/560, 11-27=-1387/3148 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=4.2psf; BCDL=6.Opsf; h=16ft; B=54ft; L=45ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left 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) Plates checked for a plus or minus 0 degree rotation about its center. 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) Ceiling dead load (5.0 psf) on member(s). 25-27, 26-27 9) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 16-18 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 011=11o) 24=611, 14=556. 11) 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. 1010312015 BEFORE USE. Design valid for use only with MTek® 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 ob ', Truss Truss Type City Ply 29624-LiCausi, Steve-LiCausi Res T11769821 29624 A16 ATTIC 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Aug 7 05:24:11 2017 Page 2 I D:MQI F7nZmI ON? 1 r 6nNtmOWyrH2W-9_fsEgGv5WjI0xaOApMDMF 1 hMoEheALKN W5wa4ygKwo NOTES- 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11411.7473 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 Sot 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 ANSIITPII 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 ob '. Truss Truss Type Qty Ply 29624-LiCausi, Steve-LiCausi Res T11769822 29624 A17 ATTIC 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Aug 7 05:24:12 2017 Page 1 I D:MQI F7nZmI ON71 rr6nNtmOWyrH2W-dADESAHXsgrce59bjXuSvSZpVCZWNj8TcAgU6XygKwn 1-6-8 4-6-8 7.6-8 11-5-10 15-4-12 20-4-12 24-6-8 28.8-4 32.1-0 35.6.8 35 -7 1-6.8 3-0.0 3-0-0 3-11-2 3-11.2 5.0.6 4-1-12 4-1-12 3-4-11 3-5-9 0- - 5 i 6.00 12 5x8 = 7 26 22 3x6 = 5X _ 4.00 12 2x4 II 4x8 = 2x4 II 44 = 5x6 = 27 8 9 10 11 12 Ise, 10-8 4-68 76-8 154012 2LI 12 28-8-4 32.1-0 35-9-7 10-8 3-0-0 3-0.0 7-104 5-0.0 838 3-4-11 3-&8 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in ([cc) I/deft Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.55 17-19 >744 240 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.90 17-19 >455 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.51 Horz(TL) 0.20 13 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix -AS Attic -0.21 15-17 482 360 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 7-9,9-12: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 18-20,13-16: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 2-22,12-13: 2x6 SP No.2 REACTIONS. (lb/size) 22=1455/0-8-0, 13=1392/0-6-15 Max Horz 22=415(LC 8) Max Uplift 22=596(LC 8), 13=-542(LC 8) Max Grav 22=1552(LC 14). 13=1556(LC 14) Scale: 3/16"=l' PLATES GRIP MT20 244/190 Weight: 464 lb, FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3201/1260, 3-4=-4328/1669, 4-6=-4380/1789, 6-7=-2534/911, 7-8=-2092/683, 8-10=-2095/682, 10-11=-2095/682, 11-12=-746/253, 12-13=-1433/546 BOT CHORD 21-22=-326/47, 20-21 =-1 510/3054, 19-20=-1206/2809, 17-19=-869/2282, 15-17=-682/2095, 14-1 5=-253/746 WEBS 2-22=-1459/680, 2-21=-1213/3035, 3-21=829/363, 3-20=309/1061, 6-20=-773/1610, 6-19=-757/478, 7-19=-313/731, 7-17=-352/290, 8-17=23/391, 10-15=1520/743, 12-14=-467/1370,11-14=-1521/506,11-15=-853/2681 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 cc, 2x6 - 2 rows staggered at 0-9-0 cc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 cc. Webs connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc, 2x4 - 1 row at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=16ft; B=54ft; L=45ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) Plates checked for a plus or minus 0 degree rotation about its center. 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) Ceiling dead load (5.0 psi) on member(s). 7-8, 8-10 10) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 15-17 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) on irlye on page WARNING - Verifydesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 v1010312015 BEFORE USE. g p re. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown and is for an individual buildingo o g y g y p p i u l component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MiTek' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Bullding Component Safety Informatlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandda, VA 22314. 6904 Parke East Blvd. Tampa, FL 36610 Nob . % . Truss Truss Type Qty, Ply 29624-LiCausi, Steve-LiCausi Res T11769822 29624 A17 ATTIC 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Aug 7 05:24:12 2017 Page 2 ID:MQIF7nZmION?1 rr6nNtmOWyrH2W-dADESAHXsgrce59bjXuSvSZpVCZWNiSTcAgU6XyqKwn NOTES- 12) 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. 13) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. WARNING -Verily 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 1►A,�el.' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ��V/ii 1ICC 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 ,lob •1 Truss Truss Type Qty Ply 29624-LiCausi, Steve-LiCausi Res T11769823 29624 A18 ATTIC 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Aug 7 05:24:13 2017 Page 1 ID:MQIF7nZmION?l n6nNtmOWyrH2W-5NncfWHAd8zTFEknHEPhRg6Ozcwh6BmdrgalfzygKwm 8 7-6-8 12-8-12 16-7-10 20-0-12 24-6-8 28-8-4 32-5-6 35-9-7 1-6.8 3.0.0 3-0.0 5-2-4 1._, _2 3-9-2 41-12 4-1-123-4-1 Scale = 1:65.2 6.00 12 5x8 = 4x4 = 6 277 3x6 i 3x4 i 5 4 3x4 6 4x8 i 3 2 1 21 cq 22 5x6 �1 4x4 23 3x6 = 5x6 4.00 l 2x4 II 4x8 = 28 8 9 2x4 II 4x4 = 5x6 = 10 11 29 12 W 8-0-0 20 19 18 17 16 15 14 2x4 II 3x4 = 46 — 3x4 = 3x6 — 3x4 = 3x4 = 3x4 = 1E8 -10 4E8 7-68 12-8-12 16-7-10 20.4-12 28-84 32-SG 359-7 -10- 39 3-0-0 5-2-4 3-10-14 3-9-2 8-3-8 3-9-2 3-,l 0-8-0 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.48 17-19 >859 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.82 15-17 >500 180 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(TL) 0.19 13 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix -AS Attic -0.20 15-17 493 360 Weight: 446 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 'Except` ' 6-9,9-12: 2x6 SP No.2 10T CHORD 2x4 SP No.2 *Except* 18-21,13-16: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 12-13,2-23: 2x6 SP No.2 REACTIONS. (lb/size) 13=131210-6-15, 23=140210-8-0 Max Horz 23=379(LC 5) Max Uplift 13=-550(LC 8), 23=-668(LC 8) Max Grav 13=1461(LC 14). 23=1471(LC 14) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3028/1200, 3-4=-4092/1648, 4-6=-2709/1107, 6-7=-2820/1197, 7-8=-2465/976, 8-10=-2465/976,10-11=-2465/976,11-12=-830/395,12-13=-1329/557 BOT CHORD 22-23=-466/101, 21-22=-117812911, 20-21=-1437/3696, 19-20=-861/2468, 17-19=-994/2865, 15-17=-816/2512, 14-15=-339/819 WEBS 2-23=-1401/662, 2-22=-1140/2863, 3-22=-765/363, 3-21=-356/1016, 4-21=-279/844, 4-20=-13401634, 6-20=-1521594, 6-19=-219/729, 8-17=-43/627, 10-15=-1296/717, 12-14=-476/1299, 7-19=-483/108, 7-17=-619/340, 11-14=13691477, 11-15=-904/2638 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=16ft; B=54ft; 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 5) Provide adequate drainage to prevent water ponding. 6) Plates checked for a plus or minus 0 degree rotation about its center. 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) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 15-17 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 13=550, 23=668. ®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 isfor 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 iNi 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 ob Truss Truss Type Qty Ply 29624-LiCausi, Steve-LiCausi Res T11769823 29624 A18 ATTIC 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Aug 7 05:24:13 2017 Page 2 I D:MQI F7nZmION7l rr6nNtmOWyrH2 W-5NncfWHAd8zTFEknHEPhRg6Ozcwh6Bmdrgal fzygKwm NOTES- 11) 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. 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. �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 e• R 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 ob '1 Truss Truss Type Qty Ply 29624-LiCausi, Steve-LiCausi Res T11769824 29624 A19G Half Hip Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Aug 7 05:24:15 2017 Page 1 ID:MQI F7nZmI ON? 1 rr6nNtmOWyrH2W-11vM4BJQ91DBVYuAPfR9W5BHPPaGa_Twl838jrygKwk 1.6.8 1 4.6.8 i 7-6-8 i 10-0-12 i 15-3-9 i 20-4-9 25.5.10 30-6-10 35-9-7 1-6-8 3-0-0 3-0-0 2-6-4 5-2-13 5-1-1 5-1-1 5-1-1 5.2-13 Scale = 1:65.4 21 5x8 M18SHS = 6.00 12 3x6 4 , 3x4 = 25 5 26 27 628 29 30 19 3918 20 6x8 M18SHS = 6x8 M18SHS % 4x4 = 3x6 = 4.00 12 5x8 M18SHS = 3x4 = 3x8 M18SHS = 2x4 II 31 7 832 33 9 34 17 42 16 43 15 44 4x4 =4x8 M18SHS = 4x4 = 5x5 = 6x8 = 35 10 36 37 38 11 493x10M18SHS II 1-6-8 Q-10-8 4S8 1 7.6-8 10-0-12 15.3.9 214-9 2LE10 30-6-10 35-9-7 �3-0-0� 2-6-4� 5-2-13 5-1-1 5-1-1 5-1-1 5-2-13 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.94 15-17 >434 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(TL) -1.01 15-17 >405 180 M18SHS 2441190 BCLL 0.0 ' Rep Stress Incr NO WB 0.93 Horz(TL) 0.40 12 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix -MS Weight: 220lb FT=0% LUMBER- BRACING. TOP CHORD 2x4 SP No.1 `Except* TOP CHORD Structural wood sheathing directly applied or 1-9-4 oc purlins, 5-8: 2x4 SP 285OF 1.8E except end verticals. BLOT CHORD 2x6 SP SS 'Except* BOT CHORD Rigid ceiling directly applied or 3-0-0 oc bracing. 1-21: 2x4 SP No.2, 19-21: 2x4 SP No.1 WEBS 1 Row at midpt 7-14, 10-14, 11-13 WEBS 2x4 SP No.3 'Except* MiTek recommends that Stabilizers and required cross bracing 11-12,2-21: 2x6 SP No.2, 2-20: 2x4 SP No.1, 11-13: 2x4 SP No.2 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 12=2470/0-6-15, 21=2452/0-8-0 Max Horz 21=291(LC 22) Max Uplift 12=2197(LC 8), 21=2049(LC 8) Max Grav 12=2917(LC 29), 21=2811(LC 29) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6096/4369, 3-4=-8577/6312, 4-5=-6750/4988, 5-6=-7608/5683, 6-7=-7710/5761, 7-9=-6364/4787,9-10=-6301/4713,10-11=-3900/2959,11-12=-2804/2208 BOTCHORD 20-21=-676/360, 19-20=-4114/5706, 18-19=-5531/7596, 17-18=-4438/6140, 15-17=-5543/7641,14-15=-5621/7743,13-14=-2891/3933 WEBS 2-21=-2659/1956, 2-20=-4202/5850, 3-20=-1591/1232, 3-19=-1760/2362, 4-19=-1367/1834, 4-18=-1928/1464, 5-18=-100911634, 5-17=-1331/1858, 6-17=-793/843, 7-15=0/367, 7-14=-1558/1129, 9-14=-628/736, 10-14=-2103/2879, 10-13=-2236/1921, 11-13=-3334/4524 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=4.2psf; BCDL=6.Opsf; h=16ft; B=54ft; 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) The solid section of the plate is required to be placed over the splice line at joint(s) 16. 6) Plate(s) at joint(s) 1, 5, 8, 11, 12, 21, 19, 2, 20, 3, 4, 18, 17, 6, 15, 7, 9, 14, 10 and 13 checked for a plus or minus 0 degree rotation about its center. 7) Plate(s) at joint(s) 16 checked for a plus or minus 4 degree rotation about its center. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=2197. 21=2049. ®WARNING - Verify design parameters and READ NOTES ON THIS 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 ANSIITP11 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 ob 'i Truss Truss Type Qty Ply 29624-LiCausi, Steve-LiCausi Res T11769824 29624 A19G Half Hip Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Aug 7 05:24:15 2017 Page 2 I D:MQI F7nZmION?l n6nNtmOWyrH2W-11vM4BJQ91DBVYuAPfR9W5BHPPaGa_Twl838jrygKwk NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 37 lb down and 73 lb up at 7-7-4, 219 lb down and 269 lb up at 9-7-4, 222 lb down and 259 lb up at 11-7-4, 222 lb down and 259 lb up at 13-7-4, 222 lb down and 259 lb up at 15-74, 222 lb down and 259 lb up at 17-7-4, 222 lb down and 259 lb up at 19-7-4, 222 lb down and 259 lb up at 21-7-4, 222 lb down and 259 lb up at 23-74, 222 lb down and 259 lb up at 25-7-4, 222 lb down and 259 lb up at 27-7-4, 222 lb down and 259 lb up at 29-7-4, 222 lb down and 269 lb up at 31-74, and 222 lb down and 259 lb up at 33-7-4, and 186 lb down and 217 lb up at 35-6-11 on top chord, and 584 Ib down and 539 lb up at 7-6-8, 79 lb down at 9-7-4, 79 lb down at 11-7-4, 79 lb down at 13-7-4, 79 lb down at 15-7-4, 79 lb down at 17-7-4, 79 lb down at 19-7-4, 79 lb down at 21-7-4, 79 lb down at 23-7-4, 79 lb down at 25-7-4, 79 lb down at 27-7-4, 79 lb down at 29-7-4, and 79 lb down at 31-7-4, and 79 lb down at 33-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) 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=54, 5-11=-54, 21-22=-20, 19-21=-20, 12-19=-20 Concentrated Loads (lb) Vert: 11=-129(F) 19=458(F) 16=-39(F) 9=-92(F) 14=-39(F) 25=-93(F) 26=-92(F) 27=-92(F) 28=-92(F) 30=-92(F) 31=-92(F) 32=-92(F) 33=-92(F) 34=-92(F) 35=-92(F) 36=-92(F) 38=-92(F) 39=-39(F) 40=-39(F) 41=-39(F) 42=-39(F) 43=-39(F) 44=-39(F) 45=-39(F) 46=-39(F) 47=-39(F) 48=-39(F) 49=-39(F) 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 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 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 Wob a Truss Truss Type City Ply 29624-LiCausi, Steve-LiCausi Res T11769825 29624 B01 ATTIC 6 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Aug 7 05:24:16 2017 Page 1 I D:MQI F7nZmION?1 rr6nNtmOWyrH2W-VyTIHXK2w3L26iSMyNyO3lkZ1 pwpJa43XoohFlygKwj 8-5-14 13-8-4 7-4-12 7 11- 0 10-6-8 12-7-1 1 1• 20.1-8 7-4-12 0-6.1 2-0.10 2-0-9 -6- 6-5-4 0-6-5 4x4 = 0.6.14 Scale = 1:48.9 13 12 10, 9 3x4 = 3x6 II 4x4 = 3x8 M18SHS =4x4 = 3x6 II -10- 7-4-12 13-8-4 20-1-8 10- 6-6-4 6-3-8 6-5-4 Plate Offsets (X.Y)— 18:0-1-12.0-1-81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in '(loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.38 9-10 >586 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(TL) -0.35 10 >641 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.26 Horz(TL) 0.01 9 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix -AS Attic -0.16 10-12 457 360 Weight: 110 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 *Except* JOINTS 8-9: 2x6 SP No.2 REACTIONS. (lb/size) 13=847/0-8-0.9=751/0-7-0 Max Horz 13=347(LC 7) Max Uplift 13=-613(LC 8), 9=-519(LC 8) Max Grav 13=883(LC 2), 9=800(LC 2) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-213/302, 2-3=-1002/493, 3-4=-721/492, 6-7=-720/491, 7-8=-1000/491, 8-9=-761/417 BOT CHORD 1-13=-304/273, 12-13=-594/524, 10-12=-230/775, 9-10=-304/308 WEBS 3-12=-55/300, 7-10=55/299, 4-14=-846/683, 6-14=-846/683, 2-12=-154/881, 2-13=-946/483, 8-10=-175/843 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. 1 Brace at Jt(s): 14 MIT ek recommends that Stabilizers and required cross bracing be, nstalled during truss erection, in accordance with Stabilizer Installation guide. 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=4.2psf; BCDL=6.Opsf; h=16ft; B=54ft; 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; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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) Ceiling dead load (5.0 psf) on member(s). 3-4, 6-7, 4-14, 6-14 8) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 10-12 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 13=613, 9=519. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and'/i' gypsum sheetrock be applied directly to the bottom chord. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. ® 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 property incorporate this design Into the overall n{ /A� iTe k• building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the iYl 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 ob Vt Truss Truss Type Qty 29624-LiCausi, Steve-LiCausi Res JPly T11769826 29624 B02 Hip 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Aug 7 05:24:16 2017 Page 1 ID:MQIF7nZmlON?l n6nNtmOWyrH2W-VyTIHXK2w3L26iSMyNyO3lkdNpOrJan3XoohFlygKwj 4-7 4 9-0-0 12-1-0 16-5-12 21-1-0 4-7-4 4-4-12 3-1-0 4-4-12 4-7-4 Scale = 1:40.1 12 ' 3x4 = 5x5 = 4x4 = 4x8 = 3x8 = 5x5 = 9 3x4 = 5x5 = -8 9-0-0 - -0 - -8 - -0 -10-8 8-1-6 3-1-0 8-1-8 0-10-8 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 \/EBS 2x4 SP No.3 REACTIONS. (lb/size) 12=780/0-8-0, 9=780/0-8-0 Max Horz 12=275(LC 7) Max Uplift 12=772(LC 8), 9=-722(LC 8) CSI. DEFL. in (loc) I/deft Lid TC 0.26 Vert(LL) 0.17 9-10 >999 240 BC 0.51 Vert(TL) -0.20 11-12 >999 180 WB 0.28 Horz(TL) 0.02 9 n/a n1a Matrix -AS FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2131251, 3-4=-689/738, 4-5=-517/687, 5-6=-690/741, 6-7=-211/277 BOT CHORD 11-12=-502/577, 10-11=-359/515, 9-10=-504/577 WEBS 3-12=-668/540, 6-9=-669/516 PLATES GRIP MT20 2441190 Weight: 127 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. F k recommends that Stabilizers and required cross bracing stalledduring truss erection, in accordance with Stabilizer lation uide. 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=4.2psf; BCDL=6.Opsf; h=16ft; B=54ft; 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; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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) 12=772, 9=722. 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 Mll-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 ANSIITP11 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 ,'ob 16 Truss Truss Type Qty, Ply 29624-LiCausi, Steve-LiCausi Res T11769827 29624 B03G Hip Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Aug 7 05:24:18 2017 Page 1 ID:MQIF7nZmION?1rr6nNtmOWyrH2W-SKaViDLlSgbmMOcl4o_s8jprbdk nRmM_6HoKAygKwh 7-0-0 10.E-8 14-1-0 21-1-0 7-0-0 3-6-8 3-6-8 7-0-0 Scale = 1:36.7 48 = 1x4 11 48 = 20 " 21 3x4 = 18 3x4 3x6 II 4x4 = 3x8 = 3x4 = 4x4 = = 3x6 II PO: 1, 7-0-0 10�6-8 14-1-0 20-2-8 ,21-1-0 , 0-10-8 6-1-8 3-6-8 3-6-8 6-1-8 0-10-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.12 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.09 11-12 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.51 Horz(TL) -0.03 8 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix -MS Weight: 124 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-11 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-4-0 oc bracing. \&EBS 2x4 SP No.3 WEBS 1 Row at midpt 2-12, 6-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer nstallation guide, REACTIONS. (lb/size) 13=1 389/0-8-0. 8=1 389/0-8-0 Max Horz 13=214(LC 7) Max Uplift 13=-1840(LC 8), 8=-1790(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1666/2289, 3-4=-1509/2283, 4-5=-1509/2283, 5-6=-1666/2292, 6-7=-161/263 BOT CHORD 1-13=-258/196, 12-13=-348/327, 11-12=-1806/1310, 9-11 =-1 749/1310, 8-9=-282/196, 7-8=-282/196 WEBS 2-12=-1618/1126, 3-12=-465/333, 3-11=-561/393, 4-11=-458/558, 5-11=-561/393, 5-9=-465/333, 6-9=-1625/1126, 2-13=-128611700, 6-8=-128511675 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=4.2psf; BCDL=6.Opsf; h=16ft; B=54ft; 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; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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) 13=1840, 8=1790. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 183 lb down and 232 lb up at 7-0-0, 183 lb down and 221 lb up at 9-0-12, 183 lb down and 221 lb up at 10-6-8, and 183 lb down and 221 lb up at 12-0-4, and 183 lb down and 232 lb up at 14-1-0 on top chord, and 329 lb down and 574 lb up at 7-0-0, 62 lb down and 85 lb up at 9.0-12, 62 lb down and 85 lb up at 10-6-8, and 62 lb down and 85 lb up at 12-0-4, and 329 lb down and 574 lb up at 14-0-4 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 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 114II-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 pso• building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing " iTek� is ahvays 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 Bost 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 Nob ? Truss Truss Type Qty Ply 29624-LiCausi, Steve-LiCausi Res T11769827 29624 B03G Hip Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Aug 7 05:24:18 2017 Page 2 ID:MQIF7nZmION?lrr6nNtmOWyrH2W-SKaViDLISgbmMOcl4o sBjprbdk_nRmM_6HoKAygKwh LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=754, 5-7=-54, 14-17=-20 Concentrated Loads (lb) Vert: 3=-87(F) 5=-87(F) 10=-42(F) 12=-329(F) 11=-42(F) 4=-87(F) 9=-329(F) 20=-87(F) 21=-87(F) 22=-42(F) ®WARNING - Verify design parameters and READ NOTES ON THIS 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 itll is always required for stability and to prevent collapse with possible personal Injury, and property damage. For general guidance regarding the RlAiTek• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPH Quality criteria, DSB-89 and BCSI Building Component 69134 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 'agob ik Truss Truss Type City Ply 29624-LiCausi, Steve-LiCausi Res T11769828 29624 Col Common 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Aug 7 05:24:18 2017 Page 1 I D:MQI F7nZmION?l rr6nNtmOWyrH2W-SKaViDLI SgbmMOcl4o_s8jp?Pdp5nYzM_6HoKAygKwh 34-0 6-8-0 3-4-0 3-4-0 4x4 = 8 3x8 = 6 2x4 II 2x4 II LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 1-8,3-6: 2x6 SP No.2 REACTIONS. (lb/size) 8=21410-7-0, 6=262/0-8-0 Max Horz 8=-149(LC 6) Max Uplift 8=-212(LC 8), 6=-253(LC 8) 3-4-0 i 5-5-0 -8- 3-4-0 3-1-0 -3- Scale = 1:23.3 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.16 Vert(LL) 0.01 7-8 >999 240 MT20 2441190 BC 0.08 Vert(TL) -0.01 7-8 >999 180 WB 0.04 Horz(TL) 0.00 6 n1a n/a Matrix -AS Weight: 39 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=16ft; B=54ft; 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; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 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) except Qt=lb) 8=212, 6=253. 7) 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 THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. WWI) valid for use only with 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 B Al�et�• �V Il 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 Sob t Truss Truss Type Qty Ply 29624-LiCausi, Steve-LiCausi Res T11769829 29624 CO.2 Common 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Aug 7 05:24:19 2017 Page 1 I D:MQIF7nZm[ON?1 rr6nNtmO WyrH2 W-wX8twZMwDJcz9BxeV W5hxMA818H W?BVDm 1 LsdygKwg 3x 2x4 3-4-0 3-0-0 4x4 = 6 3x8 = 4 II 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 TCDL 7.0 Lumber DOL 1.25 BC 0.08 BCLL 0.0 Rep Stress Incr YES WB 0.05 BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 "Except* 1-6,3-4: 2x6 SP No.2 REACTIONS. (lb/size) 6=217/0-7-0, 4=217/0-7-0 Max Horz 6=161(LC 7) Max Uplift 6=-214(LC 8), 4=-215(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. DEFL. in floc) I/defl L/d PLATES GRIP Vert(LL) 0.01 5-6 >999 240 MT20 244/190 Vert(TL) -0.01 5.6 >999 180 Horz(TL) -0.00 4 n/a n/a Scale = 1:23.3 Weight: 38 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 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=4.2psf; BCDL=6.Opsf; h=16ft; B=54ft; 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; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 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) except (jt=lb) 6=214, 4=215. 7) 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 THIS AND INCLUDED MITEK REFERENCE PAGE 11411•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 Job '1. Truss Truss Type Qty Ply 29624-LiCausi, Steve-LiCausi Res T11769830 29624 CO3G Hip Girder 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Aug 7 05:24:20 2017 Page 1 ID:MQIF7nZmION?1rr6nNtmOWyrH2W-OjiF7vNZ HrTbJm7BC1KDBvK5QSDFR6fSQmvO3ygKwf 3-0-0 5-7-0 7-0-8 , 8-7-0 3-0-0 2-7-0 1-5-8 1 6-8 Scale = 1:18.4 4x4 = 3 4x8 = 7 A 1x4 II 1x4 II 0-10-8 3-0-0 7 - 0-10-8 2-1-8 2-7-0 1-5-8 -4-0 1-21 Plate Offsets (X.Y)— 13:0-5-12,0-2-01 LOADING (pst) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.04 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Vert(TL) -0.03 8-9 >999 180 BCLL 0.0 Rep Stress Incr NO WE 0.07, Horz(TL) -0.00 7 n/a n/a BCDL 10.0 Code FBC2014frPI2007 Matrix -MP Weight: 40 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. VGEBS 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) 10=318/0-8-0, 7=357/0-8-0 Max Horz 10=92(LC 24) Max Uplift 10=-417(LC 8), 7=-390(LC 8) Max Grav 10=319(LC 17), 7=357(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-196/282, 4-5=-173/268 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=4.2psf; BCDL=6.Opsf; h=16ft; B=54ft; 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; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 Ib uplift at joint(s) except Qt=lb) 10=417, 7=390. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 95 lb down and 83 Ito up at 3-0-0, and 95 lb down and 71 lb up at 4-3-8, and 95 lb down and 83 lb up at 5-7-0 on top chord, and 97 lb down and 95 lb up at 3-0-0, and 9 lb up at 4-3-8, and 97 lb down and 95 lb up at 5-6-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=54, 3-4=-54, 4-6=-54, 11-14=-20 Concentrated Loads (lb) Vert: 9=-22(F) 8=22(F) 18=5(F) ® WARNING •Verily 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 ANSIrrP11 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 4ob 'I Truss Truss Type Qry Ply 29624-LiCausi, Steve-LiCausi Res T11769831 29624 MV1 Valley 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 2x4 r, 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Aug 7 05:24:20 2017 Page 1 I D:MQI F7nZmION?1 nBnNlmOWyrH2W-OjiF7vNZ_HrTbJm7BC 1 KD8vN 1 QV WFS9fSQmvO3ygKwf 15-15 1-5-15 Scale = 1:7.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 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/TPI2007 Matrix-P Weight: 4lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-5-15 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=3711-5-15, 2=27/1-5-15, 3=10/1-5-15 Max Horz 1=37(LC 8) Max Uplift 1==5(LC 8), 2=-36(LC 8) Max Grav 1=38(LC 13), 2=37(LC 13), 3=20(LC 3) 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=4.2psf; BCDL=6.Opsf; h=16ft; B=54ft; 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 2) Plates checked for a plus or minus 0 degree rotation about its center. 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 atjoint(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 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 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 ANSIITPII Quality criteria, DSB-99 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 gob �t Truss Truss Type Qty Ply 29624-LiCausi, Steve-LiCausi Res ' T11769832 29624 MV2 Valley 1 1 Job Reference lottional East Coast Truss, Ft. Pierce, FL 34946 2x4 i 8.120 s Jun 22 2017 MITeK industries, Inc. Mon Aug 7 05:24:21 2017 Page 1 ID:MQIF7nZmION11n8nNtmOWyrH2W-svGeLFOBlbzKDTLJIwYZmMRX5grJ vPog4WSxVygKwe 2-3-0 2-3-0 2x4 II 2 2x4 II 3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=60/2-3-0, 3=60/2-3-0 Max Horz 1=74(LC 5) Max Uplift 1=-24(LC 8), 3=-40(LC 5) Max Grav 1=60(LC 1), 3=79(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:10.4 PLATES GRIP MT20 244/190 Weight: 8 lb FT = 0% Structural wood sheathing directly applied or 2-3-0 oc purlins, except end verticals. 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. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=16ft; B=54ft; 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 2) Plates checked for a plus or minus 0 degree rotation about its center. 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 - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.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, thebuilding 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 AN5IITPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informatlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job + Truss Truss Type Qty Ply 29624-LiCausi, Steve-LiCausi Res T11769833 29624 MV2A Valley 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 2x4 'i LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 TCDL 7.0 Lumber DOL 1.25 BC 0.03 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2014rrP12007 Matrix-P LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=51/2-0-0, 3=51/2-0-0 Max Horz 1=63(LC 5) Max Uplift 1=-20(LC 8), 3=34(1_C 5) Max Grav 1=51(LC 1), 3=67(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Aug 7 05:24:21 2017 Page 1 ID:MQIF7nZmION?lrr6nNtmOWyrH2W-svGeLFOBlbzKDTLJIwYZmMRYPgrW vPog4WSxVygKwe 2-0-0 2-0-0 2x4 II 2 2x4 II DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(TL) n/a n/a 999 Horz(TL) -0.00 3 n/a n/a Scale = 1:9.5 Weight: 7 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. 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. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=16ft; B=54ft; 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 2) Plates checked for a plus or minus 0 degree rotation about its center. 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 - 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd, Tampa, FL 36610 Job I Truss Truss Type Qty Ply 29624-LiCausi, Steve-LiCausi Res T11769834 29624 MV4 GABLE 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Aug 7 05:24:22 2017 Page 1 I D:MQIF7nZmION?I rr6nNtmO WyrH2W-K6g0YbOpWv6BgdwWJd3oJZ_e?E79jMfxvkF?TxygKwd 4-3.0 4-3-0 2x4 11 2 3 2x4 i 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=134/4-3-0, 3=134/4-3-0 Max Horz 1=165(LC 5) Max Uplift 1=-54(LC 8), 3=-90(LC 5) Max Grav 1=134(LC 1), 3=177(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:17.0 PLATES GRIP MT20 244/190 Weight: 16 lb FT = 0% Structural wood sheathing directly applied or 4-3-0 oc purlins, except end verticals. 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. NOTES- 1) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=16ft; B=54ft; 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 2) Plates checked for a plus or minus 0 degree rotation about its center. 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 - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111IIJ473 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 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 'gob I Truss Truss Type Qty Ply Steve-LiCausi Res �,29624-LiCausi, T71769635 29624 MV6 GABLE 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Aug 7 05:24:22 2017 Page 1 ID:MQIF7nZmI ON71 rrSnNtmOWyrH2W-K6g0YbOpWv6BgdwWJd3oJZ_ewE89jLNxvkF7TxygKwd 6-3-0 6-3-0 2x4 11 3 Scale = 1:25.0 2x4 �i 1x4 54 1 2x4 11 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014ITP12007 CSI. TC 0.32 BC 0.20 WB 0.08 Matrix-P DEFL. in Vert(LL) n/a Vert(TL) n/a Horz(TL) -0.00 (loc) I/dell L/d n/a 999 - n/a 999 4 n/a n/a PLATES GRIP MT20 244/190 Weight: 26 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 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. tjTHERS 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) 1=7/6-3-0, 4=116/6-3-0, 5=293/6-3-0 Max Harz 1=257(LC 7) Max Uplift 1=-77(LC 6), 4=-94(LC 5), 5=-229(LC 8) Max Grav 1=131(LC 5), 4=159(LC 13), 5=367(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-288/277 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=16ft; B=54ft; 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 2) Plates checked for a plus or minus 0 degree rotation about its center. 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, 4 except (jt=lb) 5=229. ®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 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 ANSlrrPl1 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 29624-LiCausi, Steve-LiCausi Res T11769836 29624 MV8 Valley 1 1 _ Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 2x4 i 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Aug 7 05:24:23 2017 Page 1 I D:MQI F7nZmI ON?l rr6nNtmOWyrH2W-oIOOIxPRGCE2SnVitLal mXIEeUdSoM580?Z?OygKwc 8-3-0 8-3-0 1x4 II 2x4 II 3 4 2x4 11 Scale = 1:30.8 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TPI2007 CSI. TC 0.60 BC 0.25 WB 0.10 Matrix-P DEFL. in Vert(LL) n/a Vert(TL) n/a Horz(TL) -0.00 (loc) I/defl L/d n1a 999 n/a 999 4 n/a n/a PLATES GRIP MT20 244/190 Weight: 37 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 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. ETHERS 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) 1=98/8-3-0, 4=113/8-3-0, 5=353/8-3-0 Max Horz 1=348(LC 5) Max Uplift 1=-18(LC 6), 4=105(LC 5), 5=-277(LC 8) Max Grav 1=169(LC 14), 4=160(LC 13), 5=442(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-293/195 WEBS 2-5=-347/334 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=16ft; B=54ft; 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 2) Plates checked for a plus or minus 0 degree rotation about its center. 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 chard 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 except (jt=lb) 4=105, 5=277. ®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 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 Truss Truss Type Qty Ply 29624-LiCausi, Steve-LiCausi Res T11769837 29624 P1301 Piggyback 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Aug 7 05:24:23 2017 Page 1 ID:MQIF7nZmI ON?l rr6nNtmOWyrH2W-o1001xPRGCE2SnVitLa1 mXt6eXUSpA580?Z?OygKwc 10-9-12 10-9-12 6.00 4x4 = 34 Scale = 1:18.3 4x4 = 11 10 9 2x3 = 1x4 II 1x4 II 1x4 II 2x3 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 TCDL 7.0 Lumber DOL 1.25 BC 0.06 BCLL 0.0 Rep Stress Incr YES WB 0.05 BCDL 10.0 Code FBC2014/TPI2007 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 ETHERS 2x4 SP No.3 REACTIONS. All bearings 9-1-8. (lb) - Max Horz 2=52(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 2, 7, 9, 11 except 10=-122(LC 4) Max Grav All reactions 250 lb or less at joint(s) 2, 7, 9, 10, 11 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. DEFL. in (loc) I/deft ' L/d PLATES GRIP Vert(LL) -0.00 7 n/r 120 MT20 2441190 Vert(TL) -0.00 7 n/r 120 Horz(TL) 0.00 7 n/a n/a Weight: 33 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 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=4.2psf; BCDL=6.Opsf; h=16ft; B=54ft; 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) 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) Plates checked for a plus or minus 0 degree rotation about its center. 6) Gable requires continuous bottom chord bearing. 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) 2, 7, 9, 11 except at=lb) 10=122. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. ®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, 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 bob Is Truss Truss Type Ply 29624-LiCausi, Steve-LiCausi Res �Qtyi T11769838 29624 PB02 Piggyback 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 2-0-11 2-0-11 4x4 = 6.00 12 34 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Aug 7 05:24:24 2017 Page 1 ID:MQIF7nZmION71rr6nNtmOWyrH2W-GUymzGQ31 WMv4x4uQ25G0_3112sJBGIEN2k6YgygKwb 10-9-12 8-9-1 3x8 II 5 Scale = 1:18.3 5x6 8.00 12 d I$ a 11 10 9 2x3 = 1x4 II 2x3 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress ]nor YES BCDL 10.0 Code FBC2014/TPI2007 CSI. DEFL, in (loc) I/deft Lid TC 0.14 Vert(LL) -0.00 7 n/r 120 BC 0.09 Vert(TL) -0.00 7 n/r 120 WB 0.05 Horz(TL) 0.00 7 n/a n/a Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD B�tOT CHORD 2x4 SP No.2 BOT CHORD VTHERS 2x4 SP No.3 REACTIONS. All bearings 9-1-8. (lb) - Max Horz 2=38(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 2, 7, 11, 9 except 10=-141(LC 4) Max Grav All reactions 250 lb or less atjoint(s) 2, 7, 11, 9 except 10=291(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 32 lb FT = 0% Structural wood sheathing directly applied or 6-0-0 oc purlins. 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. 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=4.2psf; BCDL=6.Opsf; h=16ft; B=54ft; 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) 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) Plates checked for a plus or minus 0 degree rotation about its center. 6) Gable requires continuous bottom chord bearing. 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) 2, 7, 11, 9 except (jt=lb) 10=141. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. ®WARNING - Verify design parameters and READ NOTES ON.THIS AND INCLUDED MITEK REFERENCE PAGE 111II.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 ANSIITPI1 Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 ob Truss Truss Type City Ply 29624-LiCausi, Steve-LiCausi Res T11769839 29624 PB03 Piggyback 9 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34945 8.92O s Jun 22 2U1 / MI i ek Indusmes, mc. Mon Hug 105:24:25 2U1 I rage 1 ID:MQIF7nZmION?1rr6nNtmOWyrH2W-IgVBAcRhogUmh4f5 mcVwCcEpRCRwjOObiUg4GygKwa 1-9-12 3-7-8 1-9-12 1-9-12 3x4 = Scale = 1:6.9 il 2x4 = 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL) -0.00 4 n/r 120 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(TL) -0.00 4 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 6 REACTIONS. (lb/size) 2=94/1-8-13, 4=94/1-8-13 • Max Horz 2=30(LC 7) Max Uplift 2=-71(LC 8), 4=-71(LC 8) Max Grav 2=95(LC 13), 4=95(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 8 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-8 oc purlins. 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. 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=4.2psf; BCDL=6.Opsf; h=16ft; B=54ft; 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) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 tali 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) 2, 4. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 101O312015 BEFORE USE. Bet 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 ANSIITP11 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 iob >F Truss Truss Type Qty Ply 29624-LiCausi, Steve-LICaus! Res T11769840 29624 ZCJ1 Jack -Open 8 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 2x3 = 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Aug 7 05:24:25 2017 Page 1 ID:MQIF7nZmION?lrr6nNlmOWyrH2W-IgVBAcRhogUmh4f5 mcVwCcDrRCJwjOObiUg4GygKwa 1-01-00 1-0-0 i-0-0 1-0-0 3 Scale = 1:8.7 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014frP12007 CS]. TO 0.08 BC 0.04 WB 0.00 Matrix -MP DEFL. in Vert(LL) -0.00 Vert(TL) -0.00 Horz(TL) 0.00 (loc) I/deft Lid 6 n/r 120 3 n/r 120 n/a n/a PLATES GRIP MT20 244/190 Weight: 4 lb FT = 0% 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 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=73/Mechanical, 3=0/Mechanical - Max Horz 2=43(LC 1), 3=57(LC 8) Max Uplift 2=-72(LC 8) Max Grav 2=73(LC 1) 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=4.2psf; BCDL=6.Opsf; h=16ft; B=54ft; 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; 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) Plates checked for a plus or minus 0 degree rotation about its center. 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) 2. ® 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 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" Isalways 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 dob 'f Truss Truss Type Qty Ply 29624-LiCausi, Steve-LiCausi Res T11769841 29624 ZCJ3 Jack -Open 4 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 1X4 II 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Aug 7 05:24:26 2017 Page 1 I D:MQI F7nZmION? 1 rr6nNtmOWyrH2 W-Dt3XOyRJZ7cdJEDHYT8kTP9OGrXXfACXgMDDcjygKwZ 3-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) 0.00 4-5 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(TL) 0.00 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) -0.01 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=30/Mechanical, 4=3/Mechanical, 5=185/0-8-0 Max Horz 5=106(LC 8) Max Uplift 3=-66(LC 8), 4=-42(LC 5), 5=-111(LC 8) Max Grav 3=54(LC 13), 4=20(LC 3), 5=185(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:15.5 PLATES GRIP MT20 244/190 Weight: 11 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. 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. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=16ft; B=54ft; 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; 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) Plates checked for a plus or minus 0 degree rotation about its center. 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) 3, 4 except Qt=lb) 5=111. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE 11111.7473 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 ANSI1TPII 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 Type City Ply' 29624-LiCausi, Steve-LiCausi Res ;:"'--TzT'cuis,5s Jack -Open 4 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Aug 7 05:24:26 2017 Page 1 ID:MQIF7nZm10N?1rr6nNtmOWyrH2W-Dt3XOyRJZ7cdJEDHYT8kTP9K rulfArXgMDDcjygKwZ 5-0-0 5-0-0 Scale: 12"=1' cxa — 5 1x4 II. LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TPI2007 CSI. TC 0.38 BC 0.31 WB 0.05 Matrix -AS DEFL. in Vert(LL) 0.04 Vert(TL) 0.03 Horz(TL) -0.05 (loc) I/deft L/d 4-5 >999 240 4-5 >999 180 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 18 lb FT = 0% 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. WEBS 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=87/Mechanical, 4=36/Mechanical, 5=242/0-8-0 Max Horz 5=179(LC 8) Max Uplift 3=-136(LC 8). 4=-74(LC 8), 5=-151(LC 8) Max Grav 3=122(LC 13), 4=64(LC 3), 5=242(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-262/173 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=16ft; B=54ft; 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; 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) Plates checked for a plus or minus 0 degree rotation about its center. 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 except (jt=lb) 3=136, 5=151. 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. 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 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 1 Truss Truss Type Qty Ply 29624-LiCausi, Steve-LiCausi Res T11769843 29624 ZEJ1 Jack -Open 4 1 Jab Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Aug 7 05:24:27 2017 Page 1 ID:MQIF7nZmION71n6nNtmOWyrH2W-h3dvblSyKRkUxOoT6AfzOdhZKFunOduh3Ozm89ygKwY 1-0-0 1-0-0 Scale = 1:8.7 2x3 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.00 6 n/r 120 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(TL) -0.00 3 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 FBC2014rrP12007 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 2=73/Mechanical, 3=0/Mechanical Max Horz 2=43(LC 1), 3=57(LC 8) Max Uplift 2=-72(LC 8) Max Grav 2=73(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 4 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=16ft; 13=54ft; L=45ft; eave=6ft; Cat. Il; 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) 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) Plates checked for a plus or minus 0 degree rotation about its center. 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) 2. WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 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 NE 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 Job Truss Truss Type City Ply 29624-LiCausi, Steve-LiCausi Res T11769844 29624 ZEJ1A Jack -Open 4 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 2x3 = 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Aug 7 05:24:28 2017 Page 1 I D:MQIF7nZmION?1 rr6nNtmO WyrH2W-9FBHpeTa5lsLYYNgfuACYgEjhfDA748gHgiKhbygKwX 1-5-4 1-5-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20,0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.00 6 n/r 120 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.01 3 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 FBC20141TP12007 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 2=105/Mechanical, 3=0/Mechanical Max Horz 2=83(LC 1), 3=98(LC 8) Max Uplift 2=-104(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:8.9 PLATES GRIP MT20 244/190 Weight: 5 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-5-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=16ft; 13=54ft; 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 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) Plates checked for a plus or minus 0 degree rotation about its center. 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 ih 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) 2=104. ® 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 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 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 vlob ': Truss Truss Type Qty Ply 29624-LiCausi, Steve-UCausi Res T11769845 29624 ZEJ2 Jack -Open 3 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Aug 7 05:24:28 2017 Page 1 I D:MQI F7nZmION71 rr6nNtmO WyrH2 W-9FBHpeTa5IsLYYNgfuACYgEfBfCX74rgHgiKhbyqKwX 0 0 1 1-6-8 10-8-14 46 0-10-B 1-6-8 2-3-6 n_1 n-n n_nrm n_R_1 a LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TIC 0.40 Vert(LL) -0.00 5 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.14 Vert(TL) -0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) -0.05 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x6 SP No.2 REACTIONS. (Ib/size) 3=-112/Mechanical, 5=269/0-8-0, 4=7/Mechanical Max Horz 5=80(LC 8) Max Uplift 3=-112(LC 1), 5=-143(LC 8) Max Grav 3=29(LC 6), 5=269(LC 1), 4=14(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-281/130 Scale = 1:13.1 PLATES GRIP MT20 2441190 Weight: 10 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-3-6 oc purlins. 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. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=16ft; B=54ft; 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 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) Plates checked for a plus or minus 0 degree rotation about its center. 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) 3=112, 5=143. ®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 properly damage. For general guidance regarding the M�/� 1� 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 a Truss Truss Type Qty Ply 29624-LiCausi, Steve-LiCausi Res T11769846 29624 ZEJ2A Jack -Open Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Aug 7 05:24:29 2017 Page 1 I D:MQI F7nZmION? 1 rr6nNtmOWyrH2 W-dSlfO_UCs2_CAiysDbhR52mv63ZVsX8zWKStD 1 ygKwW 1-2-3 2-4-0 1-2-3 1-1-13 Scale = 1:12.3 2x3 2x3 11 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 0.07 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.00 5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.02 Horz(TL) -0.01 3 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix -MP Weight: 11 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 'Except' BOT CHORD ' 1-6: 2x6 SP No.2 REACTIONS. (lb/size) 3=28/Mechanical, 6=43/0-8-0, 4=14/Mechanical Max Horz 6=77(LC 8) Max Uplift 3=750(LC 8), 6=-43(LC 6), 4=-46(LC 8) Max Grav 3=41(LC 36), 6=116(LC 32), 4=64(LC 30) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 2-4-0 oc puffins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 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=4.2psf; BCDL=6.Opsf; h=16ft; 13=54ft; 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIrrPI 1. 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) Plates checked for a plus or minus 0 degree rotation about its center. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ` This truss has been designed for a live load of 20.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. 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 6, 4. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 187 lb down and 120 lb up at 1-2-3 on top chord, and 44 lb down and 67 lb up at 1-2-3 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 4-6=-20 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTekS 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' 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 gob 1 Truss Truss Type Qry Ply 29624-LiCausi, Steve-LiCausi Res T11769846 29624 ZEJ2A Jack -Open Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Aug 7 05:24:29 2017 Page 2 ID:MQIF7nZmION?lrr6nNtmOWyrH2W-dSIfO_UCs2 CAiysDbhR52mv63ZVsX8zWKStD1ygKwW LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 2=32(F) 5=34(F) ®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, see ANSIITPN Quality Criteria, DSB-89 and Bost 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 �;lnb R Truss Truss Type Qty Ply 29624-LiCausi, Steve-LiCausi Res T11769847 29624 ZEJ3 Jack -Open 3 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2014rrP12007 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Aug 7 05:24:29 2017 Page 1 ID:MQIF7nZmI ON71 rr6nNtmOWyrH2W-dSlfO_UCs2_CAiysDbhR52mvW3ZEsXyzWKStD1 ygKwW 3-0-0 3-0.0 1X4 II 0-10-8 3-0-0 CSI. DEFL. in (loc) I/deft Ud TC 0.11 Vert(LL) 0.00 4-5 >999 240 BC 0.11 Vert(TL) 0.00 4-5 >999 180 WB 0.03 Horz(TL) -0.01 3 n/a n/a Matrix -MP REACTIONS. (lb/size) 3=30/Mechanical, 4=3/Mechanical, 5=185/0-8-0 Max Horz 5=106(LC 8) Max Uplift 3=-66(LC 8), 4=42(LC 5), 5=111(LC 8) Max Grav 3=54(LC 13), 4=20(LC 3), 5=185(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale=1:15.5 PLATES GRIP MT20 244/190 Weight: 11 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. 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. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=16ft; B=54ft; L=45ft; eave=6ft; Cat. Il; 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) 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) Plates checked for a plus or minus 0 degree rotation about its center. . 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) 3, 4 except (jt=lb) 5=111. ®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 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 ANSIrrPl1 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 'lob 1 Truss Truss Type Qty Ply 29624-LiCausi, Steve-LiCausi Res T11769848 29624 ZEJ3A Jack -Open 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Aug 7 05:24:30 2017 Page 1 ID:MQIF7nZmION?lrr6nNtmOWyrH2W-5eJ1DKVgdM63osX2nJCgdFJ3LSvlb B71_BRIUygKwV 1-2-8 1-6-8 19 0 Scale = 1:12.3 LOADING (pso SPACING- . 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(TL) 0.00 5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.03 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Weight: 10 Ito FT = 0% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=21/Mechanical, 4=-2/Mechanical, 5=181/0-8-0 _ Max Horz 5=73(LC 8) Max Uplift 3=-38(LC 8), 4=-2(LC 1), 5=-107(LC 8) Max Grav 3=38(LC 13), 4=19(LC 6), 5=181(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-0 oc puriins. 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. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=16ft; B=54ft; 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 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) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent withany 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 Ito uplift at joint(s) 3, 4 except Qt=lb) 5=107. ® WARNING - Verify design parameters and READ NOTES ON THIS 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 property incorporate this design Into the overall i.�■■■ 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 ANSIITP11 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 4 Truss Truss Type Qty Ply 29624-LiCausi, Steve-LiCausi Res T11769849 29624 ZEJ38 Diagonal Hip Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Aug 7 05:24:31 2017 Page 1 ID:MQIF7nZmION?1rr6nNtmOWyrH2W-ZgtPRgVSOgEvP?6ELOjvATsDpsDkKQsG dx HwygKwU 3-4-11 34-11 1x4 II 5 2-5-13 3-4-11 7-5-1.q D-1n-1d LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.00 4-5 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(TL) 0.00 4-5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.07 Horz(TL) -0.02 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=-18/Mechanical, 4=-39/Mechanical, 5=345/1-1-5 _ Max Horz 5=72(LC 8) Max Uplift 3=-36(LC 3). 4=-39(LC 1), 5=-291(LC 4) Max Grav 3=46(LC 21). 4=41(LC 4), 5=345(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:12.1 PLATES GRIP MT20 244/190 Weight: 12 lb FT = 0% BRACING - TOP CHORD . Structural wood sheathing directly applied or 3-4-11 oc purlins. 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. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=16ft; B=54ft; L=45ft; eave=6ft; Cat. Il; 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) 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) Plates checked for a plus or minus 0 degree rotation about its center. 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) 3, 4 except (jt=lb) 5=291. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 46 lb down and 113 lb up at 1-7-1, and 66 lb down and 158 lb up at 1-7-14, and 70 lb down and 54 Ib up at 3-3-15 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 4-6=-20 Concentrated Loads (lb) Vert: 9=-41(F=-25,.B=-16) WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M1I.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 ivi iTe k• Is always required for stability and to prevent collapse with possible personal Injury and property tlamage. 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 Truss Truss Type City Ply 29624-LICausi, Steve-LiCausi Res T11769850 29624 ZEJ4 Jack -Open 3 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Aug 7 05:24:31 2017 Page 1 ID:MQIF7nZmION?lrr6nNtmOWyrH2W-ZgtPRgVSOgEvP?6ELOjvATsAusEVKRdG_dx HwygKwU 1-6-8 3-9-6 1-6-8 2-2-14 Scale = 1:18.1 5 4x6 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 0.37 Vert(LL) -0.00 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(TL) -0.00 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) -0.05 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Weight: 15lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-9-6 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x6 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) 3=18/Mechanical, 5=235/0-8-0, 4=22/Mechanical Max Horz 5=135(LC 8) Max Uplift 3=-98(LC 8), 5=-102(LC 8) Max Grav 3=75(LC 6), 5=235(LC 1), 4=44(LC 3) FORCES. (lb) -Max. CompdMax. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=16ft; B=54ft; 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 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) Plates checked for a plus or minus 0 degree rotation about its center. 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) 3 except (jt=lb) 5=102. ®WARNING - Verify design parameters and READ NOTES ON THIS 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 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 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 dob �K Truss Truss Type Qly Ply 29624-LiCausi, Steve-LiCausi Res T11769851 29624 ZEJ4A Jack -Open 3 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Aug 7 05:24:32 2017 Page 1 I D:MQIF7nZmION?1 rr6nNtmOWyrH2W-11 Roe0W49zMm 19hRukE8jgOK8GZY3ugQCHgXgMygKwT 1-6-8 1-7-5 0-11-7 Scale = 1:15.6 4x6 0�0-8-0 1-6-8 1-6-8 i0-10-8 3-1-13 3-1-13 1-7-5 4-1-4 4-1-4-10-8 0-11-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.01 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 SC 0.13 Vert(TL) -0.01 6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) -0.03 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight: 17 Ib FT = 0% 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. WEBS 2x4 SP No.3 'Except' MiTek recommends that Stabilizers and required cross bracing 2-7: 2x6 SP No.2 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=48/Mechanical, 7=242/0-8-0, 5=9/Mechanical Max Horz 7=110(LC 8) Max Uplift 4=-66(LC 8). 7=-137(LC 8) Max Grav 4=85(LC 13), 7=242(LC 1). 5=18(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=16ft; B=54ft; 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 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) Plates checked for a plus or minus 0 degree rotation about its center. 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 except (jt=lb) 7=137. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and Ys' 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 I 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 ANSIITPI1 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 ,lob , Truss Truss Type Ply 29624-LiCausi, Steve-LiCausi Res �Qty T11769852 29624 ZEJ5 Jack -Open 3 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Aug 7 05:24:32 2017 Page 1 ID:MQIF7nZmION?l n6nNtmOWyrH2W-11 Roe0W49zMm19hRukE8jgOl9GXK3usQCHgXgMygKwT 1 6-8 5-3-6 1-6-8 3-8-14 Scale: 12"=V , 0-10-8 , A! , 5-3-6 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) -0.01 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.27 Vert(TL) -0.03 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) -0.12 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight: 20 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x6 SP No.2 REACTIONS. (lb/size) 3=75/Mechanical, 5=274/0-8-0, 4=37/Mechanical Max Horz 5=189(LC 8) Max Uplift 3=-160(LC 8). 5=-100(LC 8) Max Grav 3=136(LC 13). 5=274(LC 1). 4=74(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-253/70 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=16ft; B=54ft; 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 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) Plates checked for a plus or minus 0 degree rotation about its center. 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) 5 except Qt=lb) 3=160. 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 111II.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 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 b 4' Truss Truss Type Qty Ply 29624-LiCausi, Steve-LiCausi Res T11769853 29624 ZEJ7 Jack -Open 5 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Aug 7 05:24:33 2017 Page 1 I D:MQI F7nZmION71 r6nNlmOWyrH2W-WD_ASLXiwHUdfJGdSRmNFuxNtgnFoKAZRxQ5MpygKwS 7-0-0 7-0-0 2Xd = 1x4 II 0-10 8 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ltd TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.21 4-5 >333 240 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(TL) 0.16 4-5 >440 180 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) -0.16 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=141/Mechanical, 4=62/Mechanical, 5=311/0-8-0 Max Horz 5=251(LC 8) Max Uplift 3=-205(LC 8). 4=-104(LC 8), 5=-198(LC 8) Max Grav 3=188(LC 13), 4=102(LC 3), 5=311(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=290/211 BOT CHORD 1-5=-123/251 WEBS 2-5=444/262 Scale = 1:30.2 PLATES GRIP MT20 244/190 Weight: 24 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.6psf; h=16ft; B=54ft; 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; 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) Plates checked for a plus or minus 0 degree rotation about its center. 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 Gt=lb) 3=205, 4=104; 5=198. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 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 ANSIITPN 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 dob k Truss Truss Type Qty Ply 29624-LiCausi, Steve-LiCausi Res T11769854 29624 ZEJ7A Jack -Open 3 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL34946 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Aug 7 05:24:34 2017 Page 1 ID:MQIF7nZmION?l rr6nNtmOWyrH2W_PYY3hYLhbcUGTrpO9Hco5Uc33DvXn?jgb9euFygKwR 1-6-8 5-1-13 1-6-8 3-7-5 1-7-7 7 4x6 = Scale = 1:22.9 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 0.69 Vert(LL) 0.12 6 >524 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.27 Vert(TL) -0.12 6 >535 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(TL) -0.12 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight: 26 lb FT = 0% 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. WEBS 2x4 SP No.3 "Except` MiTek recommends that Stabilizers and required cross bracing 2-7: 2x6 SP No.2 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=159/Mechanical, 7=322/0-8-0, 5=16/Mechanical Max Horz 7=182(LC 8) Max Uplift 4=-146(LC 8), 7=-151(LC 8) Max Grav 4=203(LC 13), 7=322(LC 1). 5=31(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-7=315/136 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=16ft; B=54ft; 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 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) Plates checked for a plus or minus 0 degree rotation about its center. . 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 4=146,7=151. 8) This truss design requires that a minimum of 7116" 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 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 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 ob t Truss Truss Type City Ply 29624-LiCausi, Steve-LiCausi Res T1,1769855 29624 ZEJ8 Jack -Partial 24 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Aug 7 05:24:34 2017 Page 1 I D:MQIF7nZmI ON?l rr6nNtmOWyrH2 W-_PYY3hYLhbcUGTrpO9Hco5UaU35?Xnljgb9euFygKwR 0-10-8 1-6.8 4-4-12 7 6-8 0-10-8 0-8-0 2-10-4 3-1-12 Scale: 3/8"=1' 5 2x3 = 4x6 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 TCDL 7.0 Lumber DOL 1.25 BC 0.77 BCLL 0.0 Rep Stress Incr YES WB 0.02 BCDL 10.0 Code FBC2014/TP12007 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x6 SP No.2 REACTIONS. (lb/size) 3=146/Mechanical, 5=349/0-8-0, 4=59/Mechanical Max Horz 5=271(LC 8) Max Uplift 3=-244(LC 8). 5=-106(LC 8) Max Grav 3=224(LC 13), 5=349(LC 1), 4=119(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 1-5=-115/256 WEBS 2-5=-309/70 DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) -0.08 4-5 >842 240 MT20 2441190 Vert(TL) -0.21 4-5 >337 180 Horz(TL) -0.30 3 n/a n/a Weight: 28 lb FT = O BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=16ft; B=54ft; 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 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) Plates checked for a plus or minus 0 degree rotation about its center. 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) 3=244, 5=106. 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 110I-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 FCi� 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 ANSIITPII 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 Bob it Truss Truss Type Qty Ply 29624-LiCausi, Steve-LiCausi Res T11769856 29624 ZEJ8A Jack -Open 3 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Aug 7 05:24:35 2017 Page 1 ID:MQI F7nZmI ON?l rr6nNtmOWyrH2W-Sc6wHl YzSukLudPOasorKJOIMTREGEYsu FvCQhygKwQ 1.M 7-1-13 7,6-5 1-6-8 5-7-5 01441 3x4 \\ 3x4 i 4 / 2x3 = 4x6 0-101 1M7-6.8-8 7-6.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.08 5-6 >842 240 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.21 5-6 >337 180 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) -0.32 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 *Except* 3-4: 2x4 SP No.3 60T CHORD 2x4 SP No.3 WEBS 2x6 SP No.2 REACTIONS. (lb/size) 4=147/Mechanical, 6=350/0-8-0, 5=59/Mechanical Max Horz 6=264(LC 8) Max Uplift 4=-238(LC 8), 6=-115(LC 8) Max Grav 4=223(LC 13), 6=350(LC 1). 5=119(LC 3) FORCES. (lb) -Max. Comp.%Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-6=310/81 Scale=1:32.6 PLATES GRIP MT20 244/190 Weight: 29 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=16ft; B=54ft; 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 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) Plates checked for a plus or minus 0 degree rotation about its center. 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) 4=238, 6=115. 8) 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. ®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 M7ekG 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 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 Sob i Truss Truss Type Qty Ply 29624-LiCausi, Steve-LiCausi Res T11769857 29624 ZEJ8B Half Hip Girder 3 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Aug 7 05:24:35 2017 Page 1 ID:MQIF7nZmI ON?1 rr6nNtmOWyrH2 W-Sc6wH1 YzSukLudPOasorKJOt5TX4GBRsuFvCQhygKwQ 1-6-8 5-7-13 7-6-8 1-6-8 4-1-5 11-10-11 4x8 = 2x3 = 8 4x6 Scale=1:27.0 0-10-8�1-8 5-7-13 7-6$ 0-10.8 0-8-0 4-1-5 1-10-11 Plate Offsets (X.Y)— f3:0-5-12.0-2-01 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 0.29 Vert(LL) 0.02 6-7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.04 7-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(TL) -0.01 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Weight: 40 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. \NEBS 2x4 SP No.3 *Except* MiTek recommends that Stabilizers and required cross bracing 2-8: 2x6 SP No.2 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=49/Mechanical, 8=468/0-8-0, 5=478/Mechanical Max Horz 8=206(LC 8) Max Uplift 4=-42(LC 4). 8= 305(LC 8), 5=-519(LC 8) Max Grav 4=49(LC 1), 8=478(LC 29), 5=639(LC 29) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-522/320 BOT CHORD 6-7=-364/443 WEBS 2-8=-506/400, 2-7=-291/458, 3-7=-562/741, 3-6=-788/629 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=4.2psf; BCDL=6.Opsf; h=16ft; B=54ft; 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) 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) Plates checked for a plus or minus 0 degree rotation about its center. 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) 4 except Qt=lb) 8=305, 5=519. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 614 lb down and 562 lb up at 5-7-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=54, 3-4=-54, 8-9=-20, 5-8=-20 ®WARNING - Verify design parameters and READ NOTES ON THIS 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 F' R�• 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 ANSI/TPl1 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, Alexandra, VA 22314. Tampa, FL 36610 `Jab t Truss Truss Type Qty Ply 29624-LiCausi, Steve-LiCausi Res T11769857 29624 ZEJ8B Half Hip Girder 3 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 7=-442(F) 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Aug 7 05:24:35 2017 Page 2 ID:MQI F7nZmION?l rr6nNtmOWyrH2W-Sc6wH1 YzSukLudPOasorKJOt5TX4GBRsuFvCQhygKwQ ®WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11•7479 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 ANSIITP11 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 rlob It Truss Truss Type Qty Ply 29624-LiCausi, Steve-LiCausi Res T11769858 29624 ZEJ8C Jack -Partial 3 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Aug 7 05:24:36 2017 Page 1 ID:MQIF7nZmION?lrr6nNlmOWyrH2W-woglUNZbDCsCWn C7ZJ4tWZu5ttR?hP?7velz7ygKwP 0-10-11 , 1-6-8 , 3-8-6 5-10-4 6-6-10 , 7-6-8 0-10-11 0-7-13 2-1-14 2-1-14 0-8-6 0.11-14 exa — 7 4x6 = 0-10-8 1-6-8 5-10-4 7-6-8 0-10-8 0-8-0 4-3-12 '4 7, 4 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP No.3 . BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* ' 2-7: 2x6 SP No.2 CSI. DEFL. in (loc) I/defl L/d TC 0.92 Vert(LL) 0.19 6 >377 240 BC 0.39 Vert(TL) -0.18 6 >393 180 WB 0.05 Horz(TL) -0.17 4 n/a n/a Matrix -AS REACTIONS. (lb/size) 4=189/Mechanical, 7=349/0-8-0, 5=16/Mechanical Max Horz 7=203(LC 8) ' Max Uplift 4=-166(LC 8), 7=-158(LC 8) Max Grav 4=237(LC 13), 7=349(LC 1), 5=33(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-7=336/142 Scale = 1:25.0 PLATES GRIP MT20 244/190 Weight: 28 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=16ft; B=54ft; 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 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) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 4=166,7=158. 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 - Ver!!y 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 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 ANSIITPII quality Criteria, DSB-89 and BCSI Building Component 69D4 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 yob t Truss Truss Type Qty Ply ausi, Steve-LiCausi Res T11769859 FJnce 29624 ZEJ8D Jack -Open 1 - o tional East Coast Truss, Ft. Pierce, FL 34946 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Aug 7 05:24:37 2017 Page 1 ID:MQIF7nZmION?l rr6nNtmOWyrH2W-0_EhijaDzW?37xZOhHgJQk62OH6sk709MZOIVaygKwO 1-2-8 6-4-0 5 1x4 II 2x3 = Scale = 1:30.5 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TPI2007 CS1. TC 0.97 BC 0.89 WB 0.13 Matrix -AS DEFL. in Vert(LL) 0.15 Vert(TL) -0.21 Horz(TL) -0.15 (loc) I/dell L/d 4-5 >496 240 4-5 >362 180 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 26 lb FT = 0% 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. \iVEBS 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) 3=155/Mechanical, 4=68/Mechanical, 5=330/0-8-0 Max Horz 5=271(LC 8) Max Uplift 3=-21 O(LC 8), 4=-4(LC 8), 5=-88(LC 8) Max Grav 3=217(LC 13), 4=112(LC 3), 5=330(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2= 386/186 BOT CHORD 1-5=-133/271 WEBS 2-5=-395/425 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=16ft; B=54ft; 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 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) Plates checked for a plus or minus 0 degree rotation about its center. 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) 3=210. 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. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-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 p 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 slob i Truss Truss Type City Ply 29624-LiCausi, Steve-LiCausi Res T11769860 29624 ZEJ9 Diagonal Hip Girder 3 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Aug 7 05:24:3B 2017 Page 1 ID:MQIF7nZmION?lrr6nNtmOWyrH2W-sBo3v3brkp7wl48bF LYyxe01hd9TZ4lbD7s10ygKwN �I 24-13 34-2 3-7-10 Zx4 = 8 1 - 4x6 4x4 11 4 5 Scale=1:27.0 r 1-4-8 2.4-13 5-8-15 9-0-9 1-0-5 3 4-2 3-7-10 Plate Offsets (X Y)—I6:0-2-8.0-2-121,18:0-1-8.0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. - DEFL. in floc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.01 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(TL) -0.01 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.16 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Weight: 47 lb FT = 0% 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 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 2-8: 2x8 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) 8=450/1-0-5, 6=467/Mechanical Max Horz 8=220(LC 21) Max Uplift 8=-442(LC 8), 6=-523(LC 5) Max Grav 8=527(LC 29), 6=660(LC 30) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250.(Ib) or less except when shown. TOP CHORD 2-3=416/214, 4-6=-440/433 BOT CHORD 7-8=331/258, 6-7=-296/380 WEBS 2-8=422/404, 2-7=-314/545, 3-6=-337/238. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=16ft; B=54ft; 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 2) Plates checked for a plus or minus 0 degree rotation about its center. 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) 8=442, 6=523. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 46 lb down and 113 lb up at 1-7-2. 66 lb down and 158 lb up at 1-7-12, 109 lb down and 179 lb up at 3-8-10, 153 lb down and 107 lb up at 4-11-12, 134 lb down and 140 lb up at 6-2-10, 217 lb down and 189 lb up at 8-3-12, and 158 lb down and 185 lb up at 8-8-10, and 214 lb down and 190 lb up at 9-4-9 on top chord, and at 3-8-10, at 4-11-12, 7 lb down at 6-2-10, and 1 lb down at 8-3-12, and 41 lb down at 8-8-10 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: 1-4=-54, 4-5=-14, 8-9=-20, 6-8=-20 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-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' 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 It Truss Truss Type City, Ply 29624-LiCausi, Steve-LiCausi Res r.ob T11769860 29624 ZEJ9 Diagonal Hip Girder 3 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Aug 7 05:24:38 2017 Page 2 ID:MQIF7nZmION?1rr6nNtmOVJyrH2W-sBo3v3brkp7wl48bF_LYyxe01hd9TZ4lbD7s10ygKwN LOAD CASE(S) Standard Concentrated Loads (lb) Vert:4=-152(F) 12=-41(F=-25, 8=-16) 13=73(B) 15=21(B) 16=-90(F) 17=-29(B) 22=-20(B) ®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 ®i�® a truss system. Before use, the -building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSITfP11 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 ob IL Truss Truss Type Qty Ply 29624-LiCausi, Steve-LiCausi Res T11769861 29624 ZHJ3 Diagonal Hip Girder 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Aug 7 05:24:38 2017 Page 1 I D:MQI F7nZmION?1 rr6nNtmOWyrH2W-sBo3v3brkp7wl48bF_LYyxeRThe9TbmlbD7s1 OygKwN 4-2-3 4-2-3 Scale=1:15.2 i 1x4 II 1-1-8 1-7-2 1-1-8 0-5-10 4-2-3 2-7-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.00 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(TL) -0.00 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.05 Horz(TL) -0.00 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Weight: 20 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid, ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=55/Mechanical, 7=27110-11-5 Max Horz 7=140(LC 7) Max Uplift 6=-124(LC 18), 7=-260(LC 4) Max Grav 6=70(LC 25). 7=271(LC 1) 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=4.2psf; BCDL=6.Opsf; h=16ft; B=54ft; 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; 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) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6=124, 7=260. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 47 lb down and 124 lb up at 1-4-15, and 47 lb down and 124 lb up at 1-4-15 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the.LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-14, 5-8=-20 Concentrated Loads (lb) Vert: 2=-28(F=-14, B=-14) ®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 Nil 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 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 lob 1 Truss Truss Type Qty Ply 29624-LiCausi, Steve-LiCausi Res T11769862 29624 ZHJ7 Diagonal Hip Girder 2 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Aug 7 05:24:39 2017 Page 1 I D:MQI F7nZmION71 rr6nNtmOWyrH2W-KNMR6PbTV7FnN E)npitnV9BVs4u4COkSpttPZSygKwM 4-10-11 9-10-1 4-10-11 4-11-5 3x4 11 4 5 2x4 = 9 1 x4 11 5x5 = 6 1x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.12 7-8 >812 240 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(TL) 0.09 7-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.14 Horz(TL) -0.01 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (Ib/size) 7=315/Mechanical, 9=458/0-11-5 Max Horz 9=322(LC 7) Max Uplift 7=-516(LC 5), 9=-518(LC 4) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-280/379, 2-3=-343/431 BOT CHORD 1-9=370/284, 8-9=-503/265, 7-8=-503/265 WEBS 3-7=-250/457, 2-9=-269/283 Scale = 1:29.9 PLATES GRIP MT20 244/190 Weight: 49 lb FT = O% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 7-9-10 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=16ft; 13=54ft; 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; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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) 7=516, 9=518. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 47 lb down and 124 lb up at 1-4-15, 47 Ib down and 124 lb up at 1-4-15, 118 lb down and 102 lb up at 4-2-15, 118 lb down and 102 lb up at 4-2-15, and 157 Ito down and 183 lb up at 7-0-14, and 157 lb down and 183 lb up at 7-0-14 on top chord, and 6 lb up at 4-2-15, 6lb up at 4-2-15, and 20 lb down and 38 lb up at 7-0-14, and 20 lb down and 38 lb up at 7-0-14 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: 1-4=-54, 4-5=-14, 6-10=-20 Concentrated Loads ((b) . Vert: 2=-28(F=-14. 8=-14) 14=-21(F=-11. B=-11) 15=9(F=4, B=4) 16=-16(F=-8, B=-B) ®WARNING - Verify desrgn 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 rag, 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 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION 3l ' Center plate on joint unless x, y 4 offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) Failure to Follow Could Cause Property 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. TOP CHORDS diagonal or X-bracing, is always required. See BCSI. 0'�� CI-2 c2-3 2. Truss bracing must be designed by an engineer. For 16 4 p WEBS eaq LY w p 0 ci v ��1 3 wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. U e = 3. Never exceed the design loading shown and never EL �a U stack materials on inadequately braced trusses. p4., Provide copies of this truss design to the building For 4 x 2 orientation, locate F,, c6a c5-6 F-- designer, erection supervisor, property owner and plates 0- 'he" 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 byANSlrrPl 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from Y Plate location details available in MiTek 20120 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/rPl 1. software or upon request. NUMBERS/LETTERS. 8. Unless otherwise noted, moisture content lumber shall not exceed 19% at time of fabrication.. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for ICC-ES Reports: use with fire retardant, preservative treated, or green lumber. The first dimension is the plate 10. Camber is a non-structural consideration and is the 4 X 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator. General practice is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. in all respects, equal to or better than that specked. 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 g y 14. Bottom chords require lateral bracing at h r spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING established by others. Indicates location where bearings (supports) occur. Icons vary but © 2012 MiTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section indicates jointFl number where bearings occur. 17. Install and load vertically unless indicated otherwise. Min size shown is for crushing only. �— � green of Use 18. or treated lumber may g y pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19. Reviewall portions ofthis design (front, back, words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone is not sufficient. ok DSB-89: Design Standard for Bracing. 9 BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, MiTek ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015