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HomeMy WebLinkAboutTRUSS PAPERWORK® 2"° Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. QD WiTITT I F.C7 r-DV ,ek RE: J35566 - J35566-PLM Const.-Bott Res. 7 MITek USA, Inc. Site Information: 6904 Parke East Blvd. T mpa, FL 33610-4115 Customer Info: PLM Construction Consulting LLC Project Name: Bott Res. Model Lot/Block: Subdivision: Address: Southwind Trail���/� City: Ft. Pierce State: FL * Name Address and License # of Structural Engineer of Record, If there is one, for the building ue P%. Name: License #: (� Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design!Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 [All HeighII Wind Speed: 160 mph Roof Load: 45.0 psf Floor Load: N/A psf This package includes 75 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name I Date I No. Seal# I Truss Name Date 1 T1 40369711 A01 G 5/16/18 118 1 T14036988 1 B10 5/16/18 12 I T14036972 I A02 15/16/18 119 I T14036989 I Bi 1' 15/16/18 13 I T14036973 I A03 15/16/18 120 I T14036990 I B12 15/16/18 14 I T14036974 I A04 15/16/18 121, I T14036991 I B13 15/16/18 15 I T14036975 I A05 15/16/18 122 I T14036992 I B14 15/16/18 I 16 I T14036976 I A06 15/16/18 123 I T14036993 I B15 15/16/18 I 17 I T14036977 I A07 15/16/18 124 I T14036994 1617 15/16/18 18 I T14036978 I A08G 15/16/18 125 I T14036995 I Ell 15/16/18 19 I T14036979 I BO1 15/16/18 126 I T14036996 I B19 15/16/18 110 I T14036980 I B02 15/16/18 127 I T14036997 I B20 15/16/18 Ill I Ti 40369811 B03 15/16/18 128 I T14036998 I B21 15/16/18 1 112 I T14036982 I B04 15/16/18 129 I T14036999 I B22G 15/16/18 113 I Ti14036983 I B05 15/16/18 130 I T14037000 I B23 15/16/18 114 I T14036984 I B06 15/16/18 131 I T14037001 I B24 15/16/18 115 I T� 4036985 I B07 I -5/16/18 132 I T14037002 I B25 15/16/18 116 1714036986 I B08 15/16/18 133 I T14037003 I B26G 15/16/18 117 1 Ti14036987 1609 15/16/18 134 I T14037004 I CO 15/16/18 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: Velez, Joaquin 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 MiTek's 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 ANSI/TPI 1, Chapter 2. RECEIVED SEP 0 5 2018 ST. Lucie County, permitting ��►urrrrr�� �`%% Pav' N `tee �GENS�.•� • 68182 r . TATE OF 4 N Joaq In Velez E'No.68182 We USA, Inc. FL Cert 6634 6904 arke Eas Blvd. Tampa FL 33610 Date: May 16,2018 Velez, Joaquin 1 of-2 RE:1 J35566 - J35566-PLM Const.-Bott Res. Site Information: Customer Info: PLM Construction Consulting LLC Project Name: Bott Res. Model: Lot/Block: Subdivision: Address: Southwind Trail City:1 Ft. Pierce State: FL No., Seal# I Truss Name I Date 35 1 1 T14037005 1 CO2 15/16/18 1 136 1 I T14037006 1 CO3 1 5/16/18 1 137 1 T14037007 1 C04G 1 5/16/18 1 138 ! 1 T14037008 1 C05 1 5/16/18 1 139 1 1 T14037009 1 C06 1 5/16/18 1 140 T14037010 1 C07 1 5/16/18 1 141 1 T14037011 1 C08G 1 5/16/18 1 142 1 T140370121 DO G 1 5/16/18 1 143 1 1 T140370131 MV2 1 5/16/18 1 144 1 1 T14037014 1 MV4 1 5/16/18 145 1 T14037015 1 MV6 1 5/16/18 1 46 1 T14037016 1 MV6A 1 5/16/18 147 1 T140370171 MV8 1 5/16/18 1 148 1 T14037018 1 MV10 ] 5/16/18 149 1 T140370191 MV10A 1 5/16/18 1 150 1 T140370201 MV12 1 5/16/18 1 151 1 T14037021 1 MV14 1 5/16/18 1 152 1 T14037022 1 PB01 1 5/16/18 153 , I T14037023 1 PB02 1 5/16/18 1 154 1 1 T14037024 1 ZCJ1 1 5/16/18 155 1 1 T14037025 I ZCJ1 A 1 5/16/18 156 I T14037026 1 ZCJ3 1 5/16/18 1 157 I T140370271 ZCJ5 1 5/16/18 I 158 1 I T140370281 ZEJ2 1 5/16/18 1 159 1 T140370291 ZEJ2A 1 5/16/18 1 160 . I T1 4037030 1 ZEJ2B 1 5/16/18 1 161 1 1 T14037031 I ZEJ3 1 5/16/18 I 162 1 1 T1 4037032 1 ZEJ3A 1 5/16/18 1 163 1 T14037033 1 ZEJ5 1 5/16/18 1 164 1 T14037034 1 ZEJ7 1 5/16/18 1 165 1 1 T140370351 ZEJ7A 1 5/16/18 1 166 1 1 T14037036 1 ZEJ7B 1 5/16/18 1 167 1 T14037037 1 ZERC 1 5/16/18 1 168 1 T14037038 1 ZEJ7G 1 5/16/18 1 1691 1 T1 4037039 1 ZERGA 1 5/16/18 1 1701 1 T14037040 1 ZEJ7T 1 5/16/18 171 ' I T14037041 I ZEJ7TA 1 5/16/18 172 ; 1 T14037042 1 ZHJ2B 1 5/16/18 1731 1 T14037043 1 ZHJ3 1 5/16/18 1741 1 T1 4037044 1 ZHJ3A 1 5/16/18 175 ' 1 T14037045 1 ZHJ7 1 5/16/18 2of2 R Job i Truss Truss Type Oty Ply J35566-PLM Const: Bott Res. T14036971 135566 A01G HIP GIRDER 1 Job Reference (optional) Last Uoast I cuss, Ft. Hierce, FL 34946 6.21U s Fen 12 2uld MI I eK inciustnes, Inc. mon may 14 11:U1:Ub 2ults rage 1 ID:SyaLCEmlDt5FCXw970kjeBzdKB4-j?bmxOShLXgV6mliJDygxKYXOoMBZ gnjogoZizGc2y 1-10-8 5-4-1 10-1-6 14-10-12 19-8-3 23-4-0 26-11-13 31-9-9 M-1-0 1-10 8 5-4-1 4-9-5 4-9-7 4-9-7 3-7-13 3-7-13 4-9-11 2-3-7 5x8 M18SHS = tx4 II 5x8 = 6.00 12 7 8 24 9 I cu io 6x10 M18SHS i 3x8 I I 6xe M18SHS = HUS26 HUS26 8x8 = 10x10 = HUS26 HUS26 HUS26 HUS26 7x8 37 it io ry io 12 HUS26 10x10 = 10x10 = 10x10 = 12x12 = HUS26 7x8 HUS26HUS26 HUS26 4x10 M18SHS II HUS26 HUS26 HUS26 HUS26 Scale = 1:84.2 1-1 10-1-6 14-10-12 19-8-3 231-0 26-11-13 31-9-9 34-1-0 5-4-1 4-9-7 4-9-7 3-7-13 3-7-13 4-9-11 2-3-7 Plate Offsetsi(X,Y)— [2:0-4-7,Edge], [6:0-0-12,0-1-8], [7:0-6-0,0-2-8], [9:0-6-4,0-2-8], [10:0-2-8,0-2-4], [11:0-3-12,0-2-4], [12:0-6-4,0-3-2], [13:0-3-8,0-6-0], [14:0-3-8,0-6-0], 115:0-5-0.0-5-121,117:0-3-8.0-6-01,118:0-3-8.0-6-41.120:0-3-8.0-6-41 121:0-5-4.0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.48 18-20 >842 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.73 18-20 >555 180 M18SHS 244/190 BCLL O.o . Rep Stress Incr NO WB 1.00 Horz(CT) 0.15 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 669 lb, FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP 285OF 1.8E `Except' TOP CHORD Structural wood sheathing directly applied or 2-2-5 oc purlins, 1 7-9,9-11: 2x4 SP No.2 except end verticals. BOT CHORD 2x8 SP SS BOT CHORD Rigid ceiling directly applied or 6-5-15 oc bracing. WEBS 2x4 SP No.2 *Except* WEBS 1 Row at midpt 6-17, 7-17, 7-15, 9-15, 10-13, 11-12 3-21,3-20,5-20,5-18: 2x4 SP No.3, 11-12: 2x8 SP No.2 11-13: 2x4 SP No.1 REACTIONS. (lb/size) 2=10337/0-8-0, 12=13318/0-8-0 Max Horz 2=439(LC 8) Max Uplift 2=4952(LC 8), 12=-6476(LC 8) Max Grav 2=10337(LC 1), 12=13373(LC 2) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-22850/10752, 3-5=-1942219267, 5-6=15544/7572, 6-7=-11565/5778, 7-8=-9305/4723, 8-9=-9305/4723, 9-1O=8270/4124, 10-11=-3982/1934, 11-12=12418/6008 BOT CHORD 2-21=-9882/20396, 20-21=-9882/20396, 18-20=-8429/17330, 17-18=6774/13835, 15-17=5083/10381, 14-15=-3539/7324, 13-14=1674/3459 WEBS 3-21=1254/2874, 3-20=3477/1647, 5-20=2236/4988, 5-18=-502212378, 6-18=-3163/6729, 6-17=6400/3133, 7-17=-3863/7861, 7-15=-3239/1568, 9-15=-2831/5735,9-14=-2015/1016,10-14=-3353/6943,10-13=-7699/3861, 11-13=-5292/10936 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 0-4-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=18ft; B=72ft; L=34ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) Plates checked for a plus or minus 0 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 = IO.Opsf. Joaquin Velez PE No,68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 ®WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 114II-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 p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek� Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,istorage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPI1 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 J35566-PLM Const: Bott Res. T14036971 JJ5566 A01G HIP GIRDER 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MITek Industries, Inc. Mon May 14 11:01:U5 2018 Page 2 ID:SyaLCEmIDt5FCXw970kje8zdKB4-j?bmxOShLXgV6mliJDygxKYXOoMBZ gnjogoZizGc2y NOTES- f0) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 2=4952, 12=6476. 11) Use USPI HUS26 (With 16d nails into Girder & 16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 5-4-1 from the left end to 32-11-4 to connect truss(es) to front face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-70, 7-9=-70, 9-11=-70, 2-12=-20 Concentrated Loads (lb) Vert:21=-2010(F) 15=-1218(F)25=-1218(F)26=-1218(F)27=-1218(F)28=-1218(F)29=-1218(F)30=-1218(F)31=-1218(F)32=1218(F)33=-1502(F)34=-1502(F) 3=-1502(F) 36=1502(F) 37=-1508(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 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 Mire i(• is always rdquired for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the tabrication,'storage, delivery, erection and bracing oftrusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 f fl h Job Truss Truss Type Qty Ply J35566-PLM Const: Bott Res. T14036972 Jj5566 A02 HIP 1 1 Job Reference o tional Last Goast Inks, K. Pierce, FL'3494b I �1-Lu-8 6-8-12 12-11-1 1- 01 8 6-8-12 6-2-4 6.Z1U s FeD lZ Zulu ml I eK maustnes, Inc. Mon may 14 1I:ul:ub Zulu rage 1 I D:SyaLCEmIDt5FCXw970kje8zdKB4-BC988MTJ6rpMkvtvtwT3UX5oOCIZI SSXySZM68zGc2x 19-0-0 23 4-0 27-8-0 33-9-0 39-11 4 46-8-0 A8.6-8, 6-11 4 4-0 4-4-0 6-1-0 6-2-4 6 8-12 1-10-8 Scale = 1:83.5 6.00 12 5x5 = 3x6 = 5x5 = 6 7 8 4X6 — 2x4 II 5x5 = 4x6 = 3x8 = 5x5 = 2x4 II 3x8 = 4x6 = 6-8-12 12-11-0 19-0-0 27.8-0 33-9-0 39-1L4 46.8-0 6-8-12 6-2-4 6-1-0 8-8-0 6-1-0 6-2-0 6-8-12 Plate Offsetsl(X.Y)— I6:0-2-8.0-2-41.18:0-2-8.0-2-41,111:0-0-0.0-0-01.115:0-2-8.0-3-01.120:0-2-8.0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.20 17-18 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.37 17-18 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(CT) 0.07 15 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 283 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 WEBS 1 Row at midpt 5-18; 7-17, 8-17, 9-15 REACTIONS. (lb/size) 2=1512/0-8-0, 15=2599/0-8-0, 12=352/0-8-0 Max Horz 2=443(LC 6) Max Uplift 2=741(LC 8), 15=-1440(LC 8), 12=473(LC 8) Max Grav 2=1629(LC 13), 15=2599(LC 1), 12=441(LC 18) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2735/1051, 3-5=-2085/885, 5-6=-1403/703, 6-7=-1202/695, 7-8=548/406, 8-9=679/382, 9-11=300/866, 11-12=-176/585 BOT CHORD 2-21=-749/2675, 20-21=-749/2675, 18-20=-427/2031, 17-18=-26/1043, 15-17=-690/611, 14-15=-410/84, 12-14=-410/84 WEBS 3-21=0/273, 3-20=-735/368, 5-20=-141/511, 5-18=-972/495, 6-18=-74/264, 7-18=-263/794, 7-17=-1068/456, 9-17=590/1749, 9-15=2156/1011, 11-15=684/715, 11-14=260/282 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=5.Opsf; BCDL=3.Opsf; h=18ft; 6=72ft; L=47ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch 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, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=741, 15= 1440, 12=473. 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. I Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 ®WARNING - Verrfy 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 M7ek® 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 A is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the piTek' 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, Alexandda, VA 22314. Tampa, FL 36610 Truss Type Qly Ply J35566-PLM Const: Bott Res. FJob T14036973 J35566 �T'uss A03 HIP 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 14 11:01:07 2018 Page 1 I D:SyaLCEmIDt5FCXw970kje8zdKB4-fOi WMhTyt9xDL3S5Re_101dyTc3U 1 zZ4B6JvebzGc2w 29.8.0 1-10-8 6-0-5 11-6.3 17-0-D 22-3-13 27-7-11 9-4-8 33.9-0 39.11-4 46-8-0 48.6-8 1-1 OiI 6-0.5 5-513 5.5.13 5.3.13 5-3-13 •8-13 4-1-0 6-2-41-10-8 0-3-8 Scale = 1:86.1 6.00 12 5x8 = 3x6 = 3x4 II 5x6 7 8 0 3x6 3x6 3x6 � 10 3x6 \ 5 4 11 2x4 3x6 3 12 2 9 18 13 0 I t$�¢ 2431 32 22 33 20 17 23 21 3x4 II 3x4 II 16 15 4x6 = 3x6 4x6 = 4x8 = 6x8 = 5x8 = 6x8 = 2x4 II 4x6 = 3x6 = 8-9-4 17-0-0 22-3-13 27-7-11 9-4-8 33-9-0 36 114 46-8-0 8-9-4 8-2-12 5-3-13 5-3-13 A-13 4-0-8 6-2-4 6-8-12 Plate Offsets X,Y)— 16:0-6-0,0-2-81.19:0-1-8,0-141.118:0-5-8.0-2-81.f19:0-2-12.0-2-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL Z0.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.17 23-24 >999 240 MT20 2441190 TCDL 1,5.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.36 23-24 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(CT) 0.07 16 n/a n/a BCDL 0.0 Code FBC2017/TPI2014 Matrix -AS Weight: 312 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. Except: I 8-20,9-17: 2x4 SP No.3 1 Row at midpt 8-19, 9-18 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-23, 6-21, 7-19, 10-16 REACTIONS. (lb/size) 2=1508/0-8-0, 13=310/0-8-0, 16=2645/0-8-0 Max Horz 2=401(LC 6) Max Uplift 2=-740(LC 8), 13=-452(LC 8), 16=1456(LC 8) Max Grav 2=1623(LC 13), 13=389(LC 18), 16=2645(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2740/1074, 3-5=-2467/1012, 5-6=1575/761, 6-7=1048/638, 7-8=-5461371, 8-9=541/367, 9-10=-367/215, 10-12=-338/953, 12-13=65/648 BOT CHORD 2-24=-779/2661, 23-24=-497/2092, 21-23=-190/1518, 8-19=-260/165, 16-19=0/334, 9-18=-1200/530, 15-16=-451/23, 13-15=-451/23 WEBS 3-24=442/298, 5-24=-179/618, 5-23=-844/447, 6-23=-280/850, 6-21=-623/206, 7-21 =1 33/434, 19-21=-74/1068, 7-19=-939/469, 9-19=530/1226, 10-16=2036/877, 12-16=-694/719,12-15=-254/278,16-18=-678/569,10-18=498/1548 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=5.Opsf; BCDL=3.Opsf; h=18ft; B=72ft; L=47ft; eave=6ft; Cat. II; Exp C; �Encl., GCpi=0.18; MWFRS (directional); porch 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, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=740,13=452,16=1456. 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 sheetrocli be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904Parke East Blvd. Tampa FL 33610 Date: May 16,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II-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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek' iTe k• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI7 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 Const: Bott Res.J35566 L5566-PLM T14036974 A04 HIP 1 1b a Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 14 11:01:08 2018 Page 1 ID:SyaLCEmIDt5FCXw970kje8zdKB4-7aGvZlUadS34zD1H_LVXZyA4400bmLQDQ12SA1zGc2v r1-10-8, 7-0-0 15-0-0 20-6-11 26-1-5 31-8-0 39-3-12 46-8-0 ,48-6-8, �1-10-8 7_41 7-7-12 51-11 5-6-11. 5-6-11 7-7-12 7-4-4 1-10-8 Scale = 1:82.1 5x8 M18SHS = 5x8 M18SHS = 3x6 = 3x6 = 4 24 5 6 25 7 4x6 = 2x4 II 6x8 = 4x6 = 3x6 = 4x6 = 6x8 = 2x4 II 4x6 7-0-4 14-1-15 23-0-0 32-6-1 39-3-12 46-8-0 6-9-11 9-2-1 9-2-1 6-9-11 7-0-0 Plate Offsets KY)— I4:0-6-0,0-2-81.17:0-6-0,0-2-81.18:0-0-0,0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.19 14-16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.38 14-16 >999 180 M18SHS 2441190 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(CT) 0.06 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 256 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 I 2x4 SP No.3 WEBS 1 Row at midpt 5-14, 6-12, 7-12 REACTIONS. (lb/size) 2=1383/0-8-0, 12=2798/0-11-5, 9=281/0-8-0 Max Horz 2=358(LC 6) Max Uplift 2=-683(LC 8), 12=1555(LC 8), 9=-466(LC 8) Max Grav 2=1482(LC 13), 12=2798(LC 1), 9=361(LC 18) FORCES. (it)) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2386/925, 3-4=-1637/703, 4-5=1366/711, 5-6=765/412, 6-7=219/871, 7-8=430/1188, 8-9=0/826 BOT CHORD 2-17=-633/2299, 16-17=-633/2299, 14-16=-72/1160, 12-14=0/492, 11-12=-597/19, 9-11=-597/19 WEBS 3-17=0/279, 3-16=-885/478, 4-16=12/298, 5-16=-226/521, 5-14=-799/443, 6-14=369/1172, 6-12=-1904/778, 7-12=929/478, 8-12=812/857, 8-11=288/288 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=5.Opsf; BCDL=3.Opsf; h=18ft; B=72ft; L=47ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 trusslhas been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=683, 12=1555, 9=466. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrockl be applied directly to the bottom chord. Joaquin Velez PE No,68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: aAntr 1F ')n!n AWARNING - 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 Mrrek® 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 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 f r Job Truss Truss Type Qty Ply J35566-PLM Const: Bott Res. T14036975 J35566 A05 HIP 1 1 Job Reference (optional) tasi Goasi Truss, Fi. Pierce, FL 34946 8.2iO s Feb i2 2Oi8 MI I ek Inoustaes, Inc. Mon May 14 11:01:09 20i8 rage i I I D:SyaLCEmIDt5FCXw970kje8zdKB4-cngHmNVCOmBxbNcUY31 m6AjJNQmbVrGNePoOiTzGc2u 1-10-8 6-9-4 13-0-0 16-1-15 23 4-0 30 6-1 33-8-0 39-10-12 46-8-0 48 6-8 1-10-8 6-9-4 6-2-12 3-1-15 7-2-1 7-2-1 3-1.15 6-2-12 6-9 4 1-10 8 Scale = 1:82.1 2x4 II 5x5 = 3x6 = 3x6 = 3x6 = 4 5 6 7 8 95x5 = la le 10 14 IJ 4x6 = 3x6 = 5x5 = 4x6 3x10 = 4x6 5x5 = 3x6 = 4x6 = 6-9.4 1B-1-15 23-4-0 30' 39-10-12 46-8-0 6-9-4 9-4-11 r 7-2-1 7-2-1 9-4-11 6-9-4 Plate Offsets&fX Y1— r4:0-2-8.0-2-41_19.0-2-8.0-2-41_r10•n-0-0.0-n-m r14.0_2_R 0-4-01 r1R•0-2-R n-8-nl LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.37 13-14 >528 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.81 Vert(CT) 0.32 13-14 >606 180 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(CT) 0.04 14 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 262 lb FT = 0% LUMBER- I 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 WEBS 1 Row at midpt 5-16, 8-16, 8-14, 9-14, 9-13 REACTIONS. (Ib/size) 2=127110-8-0, 14=277210-11-5, 11=419/0-8-0 Max Horz 2=316(1_C 6) Max Uplift 2=625(1_C 8), 14=1604(LC 8), 11=-555(LC 8) Max Grav 2=1401(LC 13), 14=2802(LC 2), 11=478(LC 18) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2277/793, 34=2363/1004, 4-5=-1244/572, 5-6=-461/253, 6-8=461/253, 8-9=369/1048, 9-10=-304/696, 10-11=275/630 BOT CHORD 2-19=-520/2169, 18-19=-179/1402, 16-1 8=1 29/1360, 14-16=1048/812, 13-14=-610/503, 11-13=-461/172 WEBS 3-19 2- 566/408, 4-19=-495/1112, 5-18=-62/415, 5-16=-1069/433, 6-16=-543/357, 8-16=842/2001, 8-14=1690/804, 9-14=-1030/712, 9-13=1027/956, 10-13=5711422 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=5.Opsf; BCDL=3.Opsf; h=18ft; B=72ft; L=47ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch 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, with BCDL = IO.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=625,14-1604,11=555. 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: Mav 16 2018 ® 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 N! 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 r East Coast I russ, m. Fierce, FL 34946 8.210 s Feb 12 2018 ivo i etc muusuieb, urc. rvwn lvray ry 1 1.u1, ru cu,o rage , I D:SyaLCEmIDt5FCXw970kje8zdKB4-4zOf_jWg94JoCXBg6mY?eNFRgpBGEK4Wt3XZFwzGc2t r1-10-8 5-94 11-D-0 174 -0 234-0 0-1 29-4-0 35-M , 40-12� 46-8-0 486.8, 1-10-6 5-9-4 5-2-12 6-4_0 6-0-0 6-0-0 64-0 5-2-12 5-9-4�1-10.84 Scale=1:82.1 I 3x8 = 5x8 = 2x4 II 3x6 = 2x4 II 5x8 = r-- 4 28 29 5 6 7 8 30 31 9 Z1 Zu ly 11 "'l0 14 13 4x6 —_ 2x4 II 3x6 = 4x6 = 2x4 II 6x8 = 3x6 = 2x4 II 6x8 = 06 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.08 13-27 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.16 19-20 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(CT) 0.05 15 n/a n/a BCDL 16.0 Code FBC2017/TP12014 Matrix -AS Weight: 260 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 WEBS 1 Row at midpt 4-19, 6-15, 9-15 REACTIONS! (lb/size) 2=1224/0-8-0, 15=2713/0-8-0, 11=526/0-8-0 Max Horz 2=-274(LC 6) Max Uplift 2=-609(LC 8), 15=-1583(LC 8), 11=-639(LC 8) Max Grav 2=1255(LC 13), 15=2713(LC 1), 11=567(LC 18) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1986/781, 3-4=1457/639, 4-5=-1068/535, 5-6=-1068/535, 6-8=-439/1160, 1 8-9=-439/1160,9-10=0/539, 10-11=-508/632 BOT CHORD 2-21=-521/1879, 20-21=-521/1879, 19-20=-247/1332, 17-19=0/348, 15-17=0/348, 14-15=-335/107, 13-14=-441/391, 11-13=-441/391 WEBS 3-20=-635/316, 4-20=-117/441, 4-19=-290/131, 5-19=-466/295, 6-19=-512/1103, 6-1 5=1 849/815, 8-15=-476/301, 9-15=-12921956, 9-14=-488/442, 10-14=-580/587 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=5.Opsf; BCDL=3.Opsf; h=18ft; B=72ft; L=47ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch 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) 2=609, 15i 1583, 11=639. 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904•Parke East Blvd. Tampa FL 33610 Date: May 16,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,7II.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 +A.� 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 piTek' fabrication, storage, delivery, erection and bracing of tmsses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J35566-PLM Const: Bott Res. T14036977 J3t5566 A07 Hip 1 1 Job Reference Ic tional East Goast 1 russ, Ft. Pierce, FL 3494b tj.z1U s FeD 1z z01ts NII I eK mDusines, Inc. Ivion Iviay -1,4 11:u-I:-I 1 zu io rage I ID:SyaLCEmIDt5FCXw970kje8zdKB4-Y9y1 B3WSwNRfghmsgU3EBaoYbDRlzj?g6jH7nMzGc2s -0 10 8 14-9.4 9-0-0 17-4-0 23-0-0 29-4-0 37-8-0 41-10-12 46-8-0 0-10- 14-94 4-2-12 8-4-0 6-0-0 4-2-12 4-9-4 0-10-8 5x8 = 6i00 12 4 26 2x4 II 3x6 = 3x6 = 3x6 = 5x8 = 5 6 7 8 27 9 Scale = 1:80.0 2x4 2x4 i 3 10 I 2 0 19 1817 16 1Lit 514 13 4x6 =; 3x6 46 = 3x10 = 5x5 = 3x6 = 5x5 = 46 = 23-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.28 13-25 >739 240 TCDL 15.0 Lumber DOL 1.25 BC 0.82 Vert(CT) 0.24 13-25 >878 180 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.05 11 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -AS 4x6 = 46-8-0 9-0-0 PLATES GRIP MT20 244/190 Weight: 239 lb FT = 0% LUMBER- I 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 WEBS 1 Row at midpt 4-18, 5-16, 9-14 REACTIONS. (lb/size) 2=1183/0-8-0, 14=2635/0-8-0, 11=505/0-8-0 Max Horz 2=21O(LC 6) Max Uplift 2=-546(LC 8), 14=-1551(LC 8), l l=-584(LC 8) Max Grav 2=1193(LC 17), 14=2635(LC 1), 11=530(LC 18) FORCES. (it)) -max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2053/893, 3-4=17341755, 4-5=1433/685, 5-6=-443/208, 6-8=-443/208, 8-9=459/1170, 9-10=-268/507, 10-11=602/700 BOT CHORD 2-19=-683/1913, 18-19=-447/1550, 16-18=396/1433, 14-16=-11701748, 13-14=-324/195, 11-13=538/514 WEBS 3-19=-422/268, 4-19=-72/461, 5-18=0/336, 5-16=-1259/599, 6-16=-322/212, 8-16=-838/1959, 8-14=-1766/885, 9-14=1498/1116, 9-13=-488/467, 10-13=384/362 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=5.Opsf; BCDL=3.Opsf; h=18ft; B=72ft; L=47ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch 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 Ut=lb) 2=546,14=1551,11=584. 8) This truss idesign requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrocklbe applied directly to the bottom chord. m d v 11 I�1�2 0 Joaquin Velez PE No,68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date; hn ., -10- 11n-10 IYIQy 1 V,LV I V WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 1010312015 BEFORE USE. M Design valid for use only with Tek® connectors. This design is based only upon parameters shown, and is for an individual building component, not truss system. Before use, the building designer must ty the applicability of design parameters and properly incorporate this design into the overall• building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M 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 ANSVTPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J35566-PLM Const: Bott Res. T14036978 J1, 5566 A08G HIP GIRDER 1 Job Reference o tional test Goasl I rUss, et. vierce, rL s4840 d.LIU s reo 1L LU Id Ivil1 eK muusuie5, utc. wrun rvidy iy i i:u i s io cu io rdye r ID:SyaLCEmIDt5FCXw970kje8zdKB4-QwBY1Raz—cx4J13dvJ7ALQzF3gs5vbrFlLFKw7zGc2o r1-10-8 3-9-4 i 7-0-0 12-1-15 17-4-0 23-0-0 i 29-4-0 i 34.6-1 i — 39-8-0 42-10-12 46-8-0 48-6-8 1-10-8 3-9-4 3-2-12 5-1-15 5-2-1 6-0-0 6-0-0 5-2-1 5-1 -1 3-2-12 3-9-4 1-10-B Scale = 1:82.1 5x8 = 3x6 = 48 = 4 32 33 534 35 36 37 6 38 2x4 II 3x6 = 7 8 40 4x8 = 3x6 = 5x8 = 41 9 42 43 44 10 45 46 47 11 20 24 48 49 " 50 51 «21 52 53 zU 54 55 191, 56 57 1r 58 59 10 10 2x4 II 3x6 = 3x12 = 3x6 = 2x4 II 4x6 = 3x6 = 4x6 = 5x6 = 3x6 = 4x6 = 5x6 = 4x6' _ THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 3-9-4 i 7-0-0 12-1-15 17_-0 234-0 29-4-0 34-G-1 39-8-D 42-10-12 46-8-0 3-9<I 3-2-12 5-1-15 5-2-1 6-0-0 6-0-0 5-2-1 5-1-15 3-2-12 3-9� Plate Offsetsl(X,Y)— f4:0-6-0.0-2-81.f11:0-6-0,0-2-81.fl2:0-0-0,0-0-01.f18:0-2-4.0-3-01.f22:0-2-4,0-3-01 LOADING (pSf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.18 22-23 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.27 22-23 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.64 Horz(CT) 0.06 13 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 *Except* 6-22,9-18: 2x8 SP No.2, 6-20,9-20: 2x4 SP No.2 REACTIONS. (lb/size) 2=2295/0-8-0, 18=5969/0-8-0, 13=744/0-8-0 Max Harz 2=189(LC 23) Max Uplift 2=1259(LC 8), 18=3486(LC 8), 13=-720(LC 8) Max Grav 2=2363(LC 29), 18=5969(LC 1), 13=757(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4420/2181, 3-4=-4220/2186, 4-5=4502/2400, 5-6=3756/2011, 6-7=1132/603, i 7-9=-1132/603, 9-1 0=-1 980/3819, 10-11 =1 76/1046, 11-12=-732/699, 12-13=997/885 BOT CHORD 2-25=-1793/4016, 24-25=-1793/4016, 23-24=-1739/3873, 22-23=-2124/4575, 20-22=-1735/3828, 18-20=-3809/2255, 17-18=-974/408, 16-17=-468/649, 15-16=-642/844, 13-15=-642/844 WEBS 3-24=389/275, 4-24=-321/851, 4-23=-502/957, 5-23=-291/306, 5-22=-906/473, 6-22=-258/851,6-20=-3095/1636,7-20=-976/733,9-20=-3002/5710,9-18=-3711/2124, j 10-18=-3557/2242, 10-17=-721/1273, 11-17=-1830/998, 11-16=-495/806, 12-16=-273/376 PLATES GRIP MT20 244/190 Weight: 522 lb FT = 0% Structural wood sheathing directly applied or 5-3-11 oc purlins. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.0psf; h=18ft; B=72ft; L=47ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch 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 truss1has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1259, 18=3486, 13=720. Joaquin Velez PE No.88182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 ® 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 in vidual buildingcomponent, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall iHV *• 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 ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J35566-PLM Const: Bott Res. T14036978 J35566 A08G HIP GIRDER 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.21U s Feb 12 2018 MI I ek Industries, Inc. Mon May 14 11:U1:1 b 2U18 Page 2 ID:SyaLCEmIDt5FCXw970kje8zdKB4-QWBYIRaz cx4J13dvJ7ALQzF3gs5vbrFlLFKw7zGc2o NOTES- 40) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 218 Ib down and 205 Ib up at 7-0-0, 218 Ib down and 195 Ib up at 9-0-12, 218 Ib down and 195 Ib up at 11-0-12, 218 Ib down and 195 Ib up at 13-0-12, 218 Ib down and 195 Ib up at 15-0-12, 218 Ib down and 195 Ib up at 17-0-12, 218 Ib down and 195 Ib up at 19-0-12, 218 Ib down and 195 Ib up at 21-0-12, 218 Ib down and 195 Ib up at 23-0-12, 218 Ib down and 195 Ib up at 23-74, 218 Ib down and 195 Ib up at 25-7-4, 218 Ib down and 195 Ib up at 27-7-4, 218 Ib down and 195 Ib up at 29-7-4, 218 Ib down and 195 Ib up at 31-7-4, 218 Ib down and 195 Ib up at 33-7-4, 218 Ib down and 195 Ib up at 35-7-4, and 218 Ib down and 195 Ib up at 37-7-4, and 218 Ib down and 205 Ib up at 39-8-0 on top chord, and 569 Ib down and 314 Ib up at 7-0-0, 86 Ib down and 20 Ib up at 9-0-12, 86 Ib down and 20 Ib up at 11-0-12, 86 lb down and 20 Ib up at 13-0-12, 86 Ib down and 20 Ib up at 15-0-12, 86 Ib down and 20 Ib up at 17-0-12, 86 Ib down and 20 Ib up at 19-0-12, 86 Ib down and 20 Ib up at 21-0-12, 86 Ib down and 20 Ib up at 23-0-12, 86 Ib down and 20 Ib up at 23-74, 86 Ib down and 20 Ib up at 25-7-4, 86 Ib down and 20 Ib up at 27-7-4, 113 Ib down and 5 Ib up at 31-74, 113 Ib down and 5 Ib up at 33-7-4, 113 Ib down and 5 Ib up at 35-7-4, and 113 Ib down and 5 Ib up at 37-7-4, and 642 Ib down and 243 Ib up at 39-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=70, 4-11=70, 11-14=-70, 26-29=-20 Concentrated Loads (lb) Vert: 4=-142(B)11=-142(B)24=-526(B)22=-62(B)6=142(B)20=124(B)7=-285(B)9=-142(B)16=-526(B)32=-142(B)33=-142(B)35=-142(B)36=-142(B) 38=142(13) 39=142(B) 40=142(B) 41=142(13) 43=142(B) 44=142(B) 46=142(13) 47=142(B) 48=62(B) 49=-62(13) 50=-62(B) 51=62(13) 52=62(B) 53=-62(B) 54=62(13) 55=-62(B) 56=-62(B) 57=-62(B) 58=-62(B) 59=-62(B) I I WARNING- Wrily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 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 piTe 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 A 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 J35566-PLM Const: Bott Res. T14036979 J35566 B01 PIGGYBACK BASE 1 1 Job Reference o tional Last Coast truss, Ft. Pierce, i-L 34941i 7-4-10 14-9-4 7-4-10 7.4-10 0 0 1x4 II 4x8 = t$ R 3 19 13 12 20 11 3x8 = 4x6 = 3x4 = 14-9-4 , ts.ziv s't-eD 1z ZU1a ivn i eli tnausmes, Inc. Ivion iviay 14 11:V1:-ia zula rage I I D:SyaLCEmlDt5FCXw970kje8zdKB4-u7lwEmablw3xwSegS 1 fPueVQmE7ge2bPF?_tSZzGc2n 21-0-3 27-3-1 34-0-B 6-2-15 6-2-15 6-9-7 1-10-8 Scale = 1:62.1 6.00112 3x4 4 3x4 5 1 x4 6 21 10 4x6 = 24-1-10 22 9 3x4 = 7 \8 >9 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.26 9-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.49 9-11 >833 180 BCLL 0.0 - Rep Stress Incr YES WB 0.61 Horz(CT) 0.07 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 215 lb FT = 0% LUMBER- I BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-10 oc purlins, BOT CHORD 2x4 SP No.2 *Except* except end verticals, and 2-0-0 oc purlins (4-8-0 max.): 1-3. 7-10: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 7-2-6 oc bracing. WEBS 2x4 SP No.3 'Except' WEBS 1 Row at midpt 1-14, 1-13, 2-13, 3-13, 4-11 1-14: 2x4 SP No.2 REACTIONS. (Ib/size) 14=1522IMechanical, 7=1660/0-8-0 Max Horz 14=-618(LC 8) Max Uplift 14=-745(LC 8), 7=-742(LC 8) Max Grav 14=1720(LC 14), 7=1800(LC 14) FORCES. (lb) -Max. Comp./Max. Ten: -All forces 250 (lb) or less except when shown. TOP CHORIJ 1-1 4=-1 571/762. 1-2=-1051/473, 2-3=-1051/473, 3-4=-1776/695, 4-6=-2798/992, 6-7=-3106/1066 BOT CHORD 13-14=198/613, 11-13=-121/1395, 9-11=-430/2039, 7-9=-762/2682 WEBS 1-13=783/1733, 2-13=-594/396, 3-13=-809/363, 3-11=-320/989, 4-11=-953/515, 4-9=-213/712,6-9=-488/347 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=18ft; B=72ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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 betvt een the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to giider(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) 14=745, 7 742. 8) Graphical purlin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 117I1-7473 rev. 1010312015 BEFORE USE. Design validlfor use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 �s MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type City Ply J35566-PLM Const: Bott Res. T14036980 J35566 B02 ROOF SPECIAL 1 1 Job Reference (optional) East Coast i Rlss, Ft. YlerCe, t-L J4y4b d.ZIU s Feb 12 2Oi8 MI I ek industries, Inc. Mon May l4 1l:0l:l / 20i8 rage 7 I D:Sya LC EmIDt5 F CXw970kje8zd K B4-NJJI S6bD W D BOYCDOOkAeQr2a UeTKN VvYUfk R_OzGc2m 7-4-10 14-9-4 21-0-3 27-3-1 34-0-8 35-11-0 .. 7-4-10 7-4-10 6-2-15 6-2-15 6-9-7 1-10-8 Scale = 1:62.1 4x4 = 1x4 II 4x8 = 1 2 18 3 6.00112 3x4 4 3x4 5 N 1 x4 m 6 rn 7 8 IT 14 19 13 12 20 11 21 10 22 9 4x61 I I 3x8 — 3x4 = 3x4 = 44 = 3x4 = 4x4 = -4- 10 771110 14-9-4 24-1-10 34-0-8 7-4-10 9-4-6 9-10-14 Plate Offs_ets'(X,Y)— 13:0-5-4,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.26 9-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.49 9-11 >828 180 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(CT) 0.07 7 n/a n/a BCDL 16.0 Code FBC2017/TPI2014 Matrix -AS Weight: 215 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 7-10: 2x4 SP No.1 WEBS 1 Row at midpt 1-13, 2-13, 3-13, 4-11 WEBS 2x4 SP No.3 2 Rows at 1/3 pts 1-14 REACTIONS (lb/size) 14=1522/Mechanical, 7=1660/0-8-0 1 Max Harz 14=-618(LC 8) Max Uplift 14=-745(LC 8), 7=-742(LC 8) Max Grav 14=1720(LC 14), 7=1800(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-14=1567/761, 1-2=-1048/472, 2-3=-1048/472, 3-4=-1778/696, 4-6=-2796/991, 6-7=-3106/1066 BOT CHORD 13-14=-195/611, 11-13=-124/1399, 9-11=-429/2036, 7-9=-762/2683 WEBS 1-13=-77811721, 2-13=580/388, 3-13=-823/372, 3-11=-315/983, 4-11=-941/507, 4-9=-215/713, 6-9=-493/349 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=18ft; B=72ft; L=34ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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, with BCDL = 10.Opsf. 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 Ot=lb) 14=745, 7=742. 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: lvicly Iu,LU to WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2 Y 9 P 015 BEFORE USE. Design valid or use onlywith MiTek® connectors. This design is based onlyupon parameters shown, and is for an individual buildingcomponent, not a truss system. Before use, the budding designer must verify the applicability of design parametersand properly incorporate this design into the overall �' �• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord.members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 a Job Truss Truss Type Qty Ply J35566-PLM Const: Bott Res. T14036981 J �5566 B03 Piggyback Base 2 1 Job Reference o tional east Uoast 1 fuss, rt. rlerCe, rL J11"D O-Z iu s reD 'I d ZUItl IVII eK moUstnes, Inc. Mon May 74 'I I:u r I i zV Its rage -I ID:SyaLCEmIDtSFCXw970kie8zdKB4-NJJIS6bDWDBoYcD00kAeQr2aJeXyNXyYUfkR_OzGc2m 7-4-10 14-94 21-1-15 27-9-8 7-4-10 7.4-10 64-11 6-7-9 3x4 = 1x4 II 4x8 = Scale = 1:60.0 11 10 '" 9 - 7 6 3x6 II 3x8 = 3x4 — 3x4 = / 3x6 II 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 TCDL 15.0 Lumber DOL 1.25 BC 0.59 BCLL 0.0 ` Rep Stress Incr YES WB 0.47 BCDL 16.0 Code FBC2017/TP12014 Matrix -MS LUMBER- A DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) -0.11 10-11 >999 240 MT20 2441190 Vert(CT) -0.19 10-11 >999 180 Horz(CT) 0.02 6 n/a n/a Weight: 199 lb FT = 0% BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-9 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals, and 2-0-0 oc puffins (5-4-14 max.): 1-3. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-11, 1-10, 2-10, 3-10, 4-9 REACTIONS. (lb/size) 11=1237/Mechanical, 6=1237/0-4-0 Max Horz 11=-360(LC 8) Max Uplift 11=-631(LC 8), 6=-462(LC 8) Max Grav 11=1396(LC 14), 6=1357(LC 14) FORCES. (I ) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-11=1251/647, 1-2=-811/387, 2-3=-811/387, 3-4=-1234/507, 4-5=-1332/464, 5-6=-1300/476 BOT CHORD 10-11 =-1 24/355, 9-1 0=-1 62/945, 7-9=-324/1104 WEBS 1-10=-639/1335, 2-10=-596/397, 3-10=-383/221, 3-9=-125/409, 4-7=-346/196, 5-7=337/1186 NOTES- i 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=18ft; B=72ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding'. 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, with BCDL = 10.Opsf. 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) 11=631,6�462, 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 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 systetp. Before use, the building designer must verify the applicability of design parameters and property incorporate thisdesign into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary andipermanent bracing Mirek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 J35566-PLM Const: Bott Res. rJ15566 T14036982 B04 Roof Special 1 1 Job Reference o tional rr, rieice, rL o9y90 o.z iu s reD lz zu to lvll I eK mausrnes, inc. Ivion Niay 14 't rui:lo zuits rage 1 ID:SyaLCEmIDt5FCXw970kje8zdKB4-rVtgfScrHXJfAIoCaShtz3bly2ub6_GijJT XSzGc21 7-0-10 14-9-3 21-1-12 27-9-8 7-0-10 7-0-10 6-4-9 6-7-12 3x4 = 1x4 II 4x8 = 1 2 1213 3 11 10 .- 9 „' 7 6 3x6 II 3x8 = 3x4 = 3x4 = 3x6 II 3x4 = 74-10 14-9-3 21-1-12 27-9-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl L/d PLATES GRIP - TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.10 10-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.18 10-11 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.47 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 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 WEBS REACTIONS, (lb/size) 11=1237/Mechanical, 6=1237/0-4-0 Max Horz 11=-360(LC 8) Max Uplift 11=-631(LC 8), 6=-462(LC 8) Max Grav 11=1396(LC 14), 6=1357(LC 14) FORCES. (I)) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-1247/646, 1-2=-808/386, 2-3=-808/386, 3-4=-1235/508, 4-5=-1332/464, 5-6=-1296/475 BOT CHORD 10-11=122/354, 9-10=-165/950, 7-9=-321/1100 WEBS 1-10=-634/1322,2-10=-581/388, 3-10=-396/230, 3-9=-120/403,4-7=-340/191, 5-7=-325/1163 Scale = 1:60.0 Weight: 199 lb FT = 0% Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. 1 Row at midpt 1-11, 1-10, 2-10, 3-10, 4-9 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=18ft; B=72ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss lies been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss, has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girtler(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) 11=631, 6 II462. 8) This truss c esign requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock tie applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 Nil, 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 systerp. 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 NiiTe k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Type Ply J35566-PLM Const: Bott Res. JTruss ]Oty T14036983 J35566 B05 ROOF SPECIAL 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 14 11:01:19 2018 Page 1 ID:SyaLCEmIDl5FCXw970kje8zdKB4-JiR3todT2rRWnvNP89C6VG7_gS8PrPTn¢DY3uzGc2k 5-7-11 11-1-10 16-9-4 22-4-3 27-11-1 34-0-8 35-11-0 5-7-11 5-5 15 5-7-11 5 6-15 5 6-15 6-1-7 1-10-B Scale = 1:59.9 3x4 = 1x4 II 3x4 = 4x8 = i ,_ 6.00 12 3x 5-7-11 11-1-10 16-9A 25-1-10 34-0-8 5 7-11 5-5-15 5-7-11 8.4.6 8-10-14 Plate Offsets (X.Y)—I4:0-5-4.0-2-01.18:0-D-12.0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.20 10-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.41 10-11 >994 180 BCLL 0.0 - Rep Stress Incr YES WB , 0.60 Horz(CT) 0.09 8 n/a n/a BCDL 10.o Code FBC2017/TPI2014 Matrix -AS Weight: 229 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. SOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 1-15, 1-14, 2-14, 3-14, 4-13, 5-11 REACTIONS. (lb/size) 15=1522/Mechanical, 8=1660/0-8-0 Max Horz 15=-562(LC 8) Max Uplift 15=-730(LC 8), 8=757(LC 8) Max Grav 15=1682(LC 14). 8=1 791 (LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD! 1-15=1570/740, 1-2=-911/405, 2-3-911/405, 3-4=1475/660, 4-5=-1961/791, 5-7=2852/1048, 7-8=-3125/1111 BOT CHORD! 14-15=-178/557, 13-14=180/1418, 11-13=-239/1577, 10-11=-523/2145, 8-10=-811/2708 WEBS 1-14=748/1683, 2-14=-412/277, 3-14=-1055/478, 3-13=-148/550, 4-13=-440/209, 4-11=-282/850, 5-11=-836/453, 5-1 0=-1 84/616, 7-10=-434/304 NOTES- 1) Wind: ASCL 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=18ft; B=72ft; L=34ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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 trusslhas been designed for a live load of 20.Opsf on the bottom chard 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. 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 Ut=lb) 15=730, 8=757. 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL,Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 ®WARNING Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. ■! Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building desig'. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always regrlired 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 ANSIlTPl1 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 J35566-PLM Const:Bott Res.T14036984 r 66 B06 Roof Special 1 1 Job Reference (optional) Last coast I fuss, Ft. Fierce, FL 34B46 8.21U s Feb 12 ZUIU MI I eK Inclustrles, Inc. Mon May 14 11:U1:YU 2U78 Pagel ID:SyaLCEmlDt5FCXw970kjeBzdKB4-nu?R48d6p8ZNP3ybhtjL2Ug8hraNauC_Ady5bLzGc2j 7-5-1 14-M 16-9-3 22-1-10 27-9-8 7-5-1 7-3-6 2-0-13 5-4-6 5-7-14 I Scale = 1:53.9 3x4 = 3x4 = 2x4 II 4x8 = 1 2 1516 3 4 LOADING TCLL TCDL BCLL BCDL LUMBER - TOP CHO BOT CHO WEBS FORCES. TOP CHC BOT CHC WEBS 14 13 10 9 8 7 5x5 = 3x4 II tx4 II 3x8 = 3x4 = 3x6 II 7-5-1 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 ` Rep Stress Incr YES Code FBC2017rrP12014 14-M CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TC 0.75 Vert(LL) -0.10 11-12 >999 240 MT20 244/190 BC 0.54 Vert(CT) -0.24 11-12 >999 180 WB 0.50 Horz(CT) 0.05 7 n/a n/a Matrix -AS Weight: 223 lb FT = 0% BRACING- 2x4 SP No.2 TOP CHORD 2x4 SP No.2 *Except* BOT CHORD 2-13,3-10: 2x4 SP No.3 2x4 SP No.3 WEBS (lb/size) 14=1237/Mechanical, 7=123710-4-0 Max Horz 14=-304(LC 8) Max Uplift 14=-612(LC 8), 7=-480(LC 8) Max Grav 14=1241(LC 14), 7=1258(LC 14) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. . 1-14=-1167/582, 1-2=-944/431, 2-3=-1174/588, 3-4=11591582, 4-5=-1179/547, 5-6=-1151/460, 6-7=1203/491 2-12=-789/539, 11-12=-176/966, 3-11=-354/259, 8-9=-332/953 12-14=-115/289, 1-12=-617/1351, 2-11=224/316, 9-11=-215/1091, 4-11=-216/802, 4-9=-481/94, 5-8=-427/224, 6-8=-360/1060 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. Except: 1 Row at midpt 2-12, 3-11 1 Row at micipt 1-14, 1-12, 4-9 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=18ft; B=72ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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, with BCDL = 10.Opsf. 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) 14=612, 7 480. 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa"FL 33610 Date: May 16,2018 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 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 (t }''4'�1.fi' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Mvr 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 Truss Truss Type ally Ply J35566-PLM Consl: Bott Res. T14036985 J35566 B07 Roof Special 1 1 Job Reference o tional Cast coast I russ, ht. Pierce, t-L S494b 8.21u s I-eD 1z zu16 mi I eK maustries, Inc. Mon may 14 l l:U1:2u 2U18 Pagel ID:SyaLCEmIDt5FCXw970kje8zdKB4-nu?R48d6p8ZNP3ybhtjL2UgBnrc atq_Ady5bLzGc2j 6-3-10 12.5-9 18-9-3 23-1-10 27-9-8 ' 6-3-16 6-1-14 6-3-10 4-4.6 4-7-14 Scale = 1:49.2 3x4 = 1x4 II 3x4 = 4x8 = 13 iZ 11 a d 7 US II 3x8 = 3x4 = 3x4 = 3x4 = 3x4 = US II i 6-3-10 12-5-9 18-9-3 23-1-10 27-9-8 6-3-10 6-1-14 6-3-10 4-4-6 4-7-14 Plate Offsets '(X.Y)— 14:0-5-4.0-2-01 LOADING (p'sf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.06 9-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.12 9-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(CT) 0.03 ' 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 201 lb FT = O% LUMBER- BRACING - TOP CHORD; 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD' 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 1-13, 1-12, 3-12 REACTIONS! (lb/size) 13=1237/Mechanical, 7=1237/0-4-0 Max Horz 13=-248(LC 8) Max Uplift 13=-596(LC 8), 7=-497(LC 8) Max Grav 13=1327(LC 14), 7=1305(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-1 3=1 204/608, 1-2=-848/396, 2-3=848/396, 3-4=1219/580, 4-5=1267/566, 5-6=1097/438, 6-7=-1255/505 BOT CHORD 11-12=-336/1175, 9-11=-307/1027, 8-9=-326/916 WEBS 1-12=-623/1330, 2-12=-459/308, 3-12=-594/294, 4-11=-92/291, 5-9=-68/283, 5-8=-564/255, 6-8=382/1089 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=18ft; B=72ft; L=34ft; eave=oft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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 trussl 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. 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) 13=596, 7=497. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock bIa applied directly to the bottom chord Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 I AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev. 1010312015 BEFORE USE. Design valid for use only with Mrfek® 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 Truss Truss Type Oty Ply J35566-PLM Const: Bott Res. T14036986 J35566 BOB Roof Special 1 1 ` Job Reference (option East Coast Truss, Ft. Pierce, FL 34946 6-11-10 13-9-9 6-9-14 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 14 11:01:21 2018 Page 1 ID:SyaLCEmIDt5FCXw970kje8zdKB4-F4ZplUekaShEIDWnFaEabhDJrFwiJK68PHie8nzGc2i 6-11-10 7-0-5 Scale = 1:47.3 12 ii -1u o 7 3x6 II 1 3x8 = 3x4 = 3x4 = 3x4 = 3x6 II 6-11-10 13-9-9 20-9-3 27-9-8 6 11-10 6-9-14 6-11-10 7-0-5 Plate Offsets (X.Y)— f5:0-6-0.0-2-81 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 0.73 Vert(LL) -0.06 8-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.14 10-11 >999 180 BCLL 6.0 Rep Stress Incr YES WB 0.52 Horz(CT) 0.03 7 n/a n/a BCDL 16.0 Code FBC2017/TP12014 Matrix -AS Weight: 178 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS i 2x4 SP No.3 WEBS 1 Row at midpt 1-12, 1-11, 4-11 REACTIONS; (lb/size) 12=1237/Mechanical, 7=1237/0-4-0 Max Horz 12=-193(LC 8) Max Uplift 12=-581(LC 8), 7=-511(LC 8) Max Grav 12=1295(LC 14). 7=1294(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORDI 1-12=-1173/595, 1-2=-1026/479, 2-4=-1026/479, 4-5=-1387/655, 5-6=-1282/524, 6-7=-1230/526 BOT CHORD 10-11=-462/1350, 8-10=-356/1034 WEBS 1-11=-657/1402, 2-11=-511/345, 4-11=-506/246, 5-10=-196/499, 5-8=-290/196, 6-8=349/1060 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=1Off; B=72ft; L=34ft; eave=oft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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, with BCDL = 10.Opsf. 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) 12=581,7=511. 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 ble applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 i ®WARNING Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II.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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek' iTek' 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 Oty Ply J35566-PLM Consl:Bolt Res.T1403J35566 TOussFTye B09 SPECIAL 1 1 Job Reference o tional East coast I loss, 1-t. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 14 11:01:22 2018 Page 1 I D: Sya LC EmIDt5 FCXw970kje8zdKB4-j H6BVgfM Kmg5e N5zp l mp7%dSzBg2g M HexRCg DzGc2h 15-3-4 17-0-4 22-6-3 28-0-1 340.8 35-11-0 77 -6 7-5-14 1-9-0 5-5-15 5 5-15 6-0-7 1-10 8 Scale = 1:60.5 6.00 12 4x4 = 4x4 = 1x4 II 4x6 = 4 T Ig 4x6 II 3x8 = 4x4 = 3x8 = 3x4 = 3x4 = 7-9:� 15-3-4 17-01 25-3-1 34-0-8 1 1 7-9-6 7-5-14 1-9-0 8-2-13 8-9-7 Plate Offsets (X,Y)— I8:0-0-12 0-0-01 LOADING (P. SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 2.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.23 11-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.46 11-13 >892 180 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.08 8 n/a n/a BCDL 10.0 Code FBC2017f rP12014 Matrix -AS Weight: 211 lb FT = 0% LUMBER- BRACING - TOP CHORD! 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORDI 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 1-14, 1-13, 3-13 REACTIONS: (lb/size) 14=1522/Mechanical, 8=1660/0-8-0 Max Harz 14=-506(LC 8) Max Uplift 14=-717(LC 8), 8=-771(LC 8) Max Grav 14=1650(LC 14), 8=1760(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-15061732, 1-2=-1323/591, 2-3=-1323/591, 3-4=-1905/873, 4-5=1947/833, 5-7=2786/1081, 7-8=-3057/1143 BOT CHORD • 13-14=185/496, 11-13=324/1717, 10-11=558/2104, 8-10=-84012649 WEBS 1-13=-825/1843, 2-13=-612/405, 3-13=718/342, 4-11=-595/1417, 5-11=-798/446, 1 5-1 0=-1 81/582, 7-10=-431/298, 3-11=-656/330 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=5.Opsf; BCDL=3.Opsf; h=18ft; B=72ft; L=34ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates cheAed 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 11has 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. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=717, 8=771. 9) 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 ® 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 verity the applicability of design parameters and properly incorporate this design into the overall Sul, building desig4. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing A 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 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply J35566-PLM Const: Bolt Res. T14036988 J35566 B10 COMMON 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 14 11:01:23 2018 Page 1 ID:SyaLCEmIDl5FCXw970kje8zdKB4-BTgZiAg_53yyGXgAN?H2g6ij83Xkn7DRsbBICfzGc2g 6-0-7 "1 -6-5 17-0-4 22-6-3 28-0-1 34-0-8 35-11-0 6-0-7 5-5-15 5-5-15 5-5-15 5-5-15 6-0-7 1-10-8 Scale = 1:59.6 4x4 = 4x4 = 3x4 = 4x6 = 3x8 = 3x4 = 04 = 8-9-6 17-0-4 25-3-2 34-0-8 8-9-6 8-2-14 8-2-14 8-9-6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.19 10-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.89 Verl(CT) -0.40 10-11 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 1.00 Horz(CT) 0.12 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 176 lb FT = O% 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 REACTIONS! (lb/size) 1=1528/Mechanical, 8=1667/0-8-0 Max Harz 1=-366(LC 6) Max Uplift 1=671(LC 8), 6=-822(LC 8) Max Grav 1=1537(LC 13), 8=1668(LC 14) FORCES. (lb)- Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2881/1294, 2-3=-2613/1224, 3-4=-1817/948, 4-5=1817/949, 5-7=-2590/1194, 7-8=2871/1257 BOT CHORD 1-13=-984/2786, 11-13=668/2211, 10-11=-659/2023, 8-10=-942/2502 WEBS 4-11=-599/1191, 5-11=-810/439, 5-10=-181/596, 7-10=-430/298, 3-11=-820/453, 3-13=-214/620, 2-13=-449/326 NOTES- I 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=18ft; B=72ft; L=34ft; eave=4ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked fora 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 trusslhas 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. 6) Refer to gir8er(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) 1=671, 8=822. 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 I'e applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 ® 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 Nat building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iTe k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfrP11 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 J35566-PLM Const: Bott Res. T14036989 J35566 B11 Common 2 1 Job Reference (optional) Last Goast I fuss, H. Fierce, FL 34845 U.Z1U s Feb 1Z "ZU78 MI I eK Industries, Inc. Mon May 14 11:U1:Z4 ZU18 Pagel 6-0-7 5-5-15 5-5-15 5-5-15 5-5-15 6-0-7 Scale = 1:58.5 4x4 = 4 n 1 7 Ig . 11 18 19 10 9 20 21 8 4x4 — I 3x4 = 4x6 = 3x8 = 3x4 — 4x4 = I 8-9-6 17-0-4 253-2 34-0-8 8-9-6 8-2-14 8-2-14 8-9-6 I LOADING (p'sf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 26.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.19 9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.39 8-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(CT) 0.12 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 173 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 REACTIONS.; (lb/size) 1 = 153210-8-0, 7=1532/0-8-0 Max Horz 1=-338(LC 6) Max Uplift 1=-676(LC 8), 7=-676(LC 8) Max Grav 1=1539(LC 13), 7=1539(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2889/1305, 2-3=-2620/1235, 34=1825/959, 4-5=-1825/959, 5-6=-2620/1235, 6-7=2890/1305 BOT CHORD, 1-11=107412768, 9-11-758/2193, 8-9=758/2037, 7-8=-107412541 WEBS 4-9=-606/1195, 5-9=-820/453, 5-8=-215/621, 6-8=-449/325, 3-9=-820/453, 3-11=-215/620, 2-11=449/325 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=5.Opsf; BCDL=3.Opsf; h=18ft; B=72ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=676, 7=676. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. I Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 AWARNINGI - 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 MfTek® 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 +q.�T 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 pilpk• 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 Job Truss Qty Ply J35566-PLM Const:Bott Res. FR..fl T14036990 J35566 B12 Girder 1 1 Job Reference (optional) rasi uuast ilruss, H. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 14 11:01:25 2018 Page 1 ID:SyaLCEmIDt5FCXw970kje8zdKB4-8soK7rhEdhCgVggYUQJWIXNOSsB1F17kKvgsHYzGc2e 6-0-7 11-6-5 17-0-4 21-1-0 241-0 27-11-0 ' 30-2 33-11-4 6-0-7 5-5-15 5-5-15 4-0-12 2-11-0 3-11-0 2-11--102 3-1-2 3x4 = 6x6 = la L3 C4 In 17 16 15 3x4 = 4x4 = 4x8 = 2x4 II 8-9-6 17-0-4 20-1-0 1-1- 24-0-0 27-11-0 30-10-2 33-11-4 8-9-6 8-2-14 3-0-12 -0-0 2 11 0 3 11-0 2 11 2 3 1 2 Scale = 1:61.6 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.50 12-13 >815 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.77 12-13 >523 180 M18SHS 2441190 BCLL 0.0 ' Rep Stress Incr NO WB 0.97 Horz(CT) 0.21 10 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MS Weight: 200 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-6 oc purlins, BOT CHORD] 2x4 SP No.2 *Except* except end verticals. 1-18: 2x4 SP No.1, 5-16: 2x4 SP No.3, 10-14: 2x4 SP 285OF 1.8E BOT CHORD Rigid ceiling directly applied or 4-3-9 oc bracing. Except: WEBS 2x4 SP No.3 *Except* 6-0-0 oc bracing: 14-16 9-10: 2x6 SP No.2, 7-11,9-11: 2x4 SP No.2 WEBS 1 Row at midpt 3-17, 4-17, 7-13 REACTIONS. (lb/size) 1=1545/0-8-0, 10=2067/0-6-12 Max Horz 1=278(LC 6) Max Uplift 1=674(LC 8), 10=1076(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2918/1297, 2-3=-2651/1229, 3-4=1851/954, 4-5=-2872/1476, 5-6=-2939/1393, 6-7=4196/1914, 7-8=-4231/2052, 8-9=-4231/2052, 9-10=1924/1009 BOT CHORD 1-19=1238/2716, 17-19=-928/2144, 13-14=-1665/3734, 12-13=-3276/7081, 11-12=-3263/7071 WEBS 2-19=-440/320, 3-19=-210/629, 3-17=-838/465, 4-17=-431/114, 14-17=-707/1874, 4-14=-1099/2383. 7-13=-3471/1671, 7-11=-3026/1436, 9-11=-2075/4297, 6-13=-455/1093, 6-14=-1457/743 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=5.Opsf; BCDL=3.Opsf; h=18ft; B=72ft; L=34ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 trusslhas been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide meFhanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=674, 10=(1076. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 291 lb down and 239 lb up at 33-8-8 on top chord, and 289 lb down and 240 lb up at 31-5-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASES) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: Mav 16.2018 A WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. ���• Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not j--CC"..L'-YY{CC' 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 Truss Truss Type Qty, Ply J35566-PLM Const: Boll Res. T14036990 J35566 B12 Roof Special Girder 1 1 Job Reference (optional) East Goast Ti ss, Ft. Pierce, FL 34946 1 LOAD CASE(S) Standard Uniform Loads (plo Vert: 1-4=70, 4-7=-70, 7-9=-70, 16-20=20, 15-16=-20, 10-14=-20 Concentrated Loads (lb) VI rt: 9=-266(F) 25=-289(F) 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 14 11:01:25 2018 Page 2 ID:SyaLCEmlDt5FCXw970kje8zdKB4-8soK7rhEdhCgVggYUQJWIXNOSsB1F17kKvgsHYzGc2e ®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 desigo. 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 Job Truss Truss Type Qty Ply J35566-PLM Const: Bolt Res. T14036991 J35566 J B13 Roof Special 1 1 . . — Job Reference (optional) ""'• ""•�"• •• ^-•�+�� o.c - 5 reu iz zu io ivii I u& rrtuubules, inU. IVIOrt May l4 71:U 1:40 ZV10 rage I ID:SyaLCEmIDt5FCXw970kjeBzdKB4-c2MiLBisO_KW7_PI27glllwBIGXA VgtYZPPp_zGc2d 6-0-7 11-6-5 17-0-4 21-1-0 25-11-0 29-10-2 33-11-4 6-0-7 5-5-15 5-5-15 4-0-12 4-10-0 3-11-2 4-1-2 Scale = 1:61.6 6x6 = $I 15 14 3x43x4 = 4x6 = 3x8 = 2x4 I I . _ 8-9-6 1 17-0-4 1 20-1-0 21-1-0 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 • BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.62 BC 0.90 WB 0.95 Matrix -AS DEFL. in (loc) I/dbfl L/d Vert(LL) 0.34 13 >999 240 Vert(CT) -0.56 11-12 >727 180 Horz(CT) 0.18 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 201 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 `Except* BOT CHORD Rigid ceiling directly applied. Except: 5-14: 2x4 SP No.3, 9-12: 2x4 SP No.1 6-0-0 oc bracing: 12-14 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 3-15, 4-15, 6-12 8-9: 2x6 SP No.2, 6-10,8-10: 2x4 SP No.2 REACTIONS (lb/size) 1=1526/0-8-0. 9=153110-6-12 Max Horz 1=258(1_C 6) Max Uplift 1=653(LC 8), 9=679(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2876/1251, 2-3=-2607/1182, 3-4=-1809/908, 4-5=2828/1428, 5-6=-2912/1315, 6-7=-2548/1131, 7-8=-2548/1131, 8-9=-1473/682 BOT CHORD 1-17=-1253/2684, 15-17=-941/2108, 5-12=-377/274, 11-12=-1985/4454, 10-11=-1982/4460 WEBS 2-17=-446/323, 3-17=-210/626, 3-15=-829/461, 4-15=-414/124, 12-15=-716/1859, 4-12=1077/2335, 6-12=2034/948, 6-10=-2163/963, 7-10=-259/191, 8-1 0=-1 245/2805 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=5.Opsf; BCDL=3.Opsf; h=18ft; B=72ft; L=34ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 lhas been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=653, 9=679 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 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 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job s Truss Type Qty Ply J35566-PLM Const: Bott Res. FB1u4 T14036992 J35566 Roof Special 1 1 Job Reference (optional) • •• ••'• •'„'„' o.L w J ruu IG zu to im t ex nIDustries, Inc. man May 74 11:u1:zt zwo rage 1 ID:SyaLCEmlDt5FCXw970kje8zdKB4-4Ew4YXjU91SN18_xcrL_gySM9gtOjywOnD9zLRzGc2c 6-0-7 11-6-5 1M14 21-1-0 25-10-8 29-9-14 33-11-4 6 0-7 5-5 15 5-5-5 4-0-12 4-9-8 3-11-6 4-1-6 gI 3x4 = 4x6 = 3x4 = 8-9-6 17-0-4 6x6 = 15 14 " 3xB = 2x4 II 20-1-0 33-11-4 Scale = 1:61.6 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 16.O SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.61 BC 0.90 WB 0.95 Matrix -AS DEFL. in (loc) I/defl Ud Vert(LL) 0.34 13 >999 240 Vert(CT) -0.55 11-12 >734 180 Horz(CT) 0.18 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 201 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 5-14: 2x4 SP No.3, 9-12: 2x4 SP No.1 6-0-0 oc bracing: 12-14 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 3-15, 4-15, 6-12 8-9: 2x6 SP No.2, 6-10,8-10: 2x4 SP No.2 REACTIONS. (lb/size) 1=1526/0-8-0, 9=1531/0-6-12 Max Harz 1=258(LC (3) Max Uplift 1=-653(LC 8), 9=679(1_C 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD � 1-2=-2876/1251, 2-3=-2607/1182, 3-4=-1809/907, 4-5=-2827/1428, 5-6=-2910/1315, 6-7=-2535/1126,7-8=-2535/1126,8-9=-1474/683 BOT CHORD 1-17=1254/2684, 15-17=-942/2109, 5-12=374/272, 11-12=-1973/4426, 10-11=-1970/4433 WEBS 2-17=-446/323, 3-17=-210/626, 3-15=-829/461, 4-15=-413/125, 12-15=-717/1859, 4-12=-1076/2334,6-12=-2010/937,6-10=-2148/956,7-10=-262/192,8-10=-1241/2795 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=5.Opsf; BCDL=3.Opsf; h=18ft; B=72ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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) Provide meehanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=653, 9=679. 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 b1 applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 AWARNING ; Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1111/-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 Nat a Imes 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 MiTek" stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component Safety Inform tlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply J35566-PLM Const: Bott Res. T14036993 J35566 B15 Roof Special Girder 1 1 Job Reference o tional Cast Coast I russ, m. rlerce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 14 11:01:28 2018 Page 1 ID: SyaLC EmlDt5 F CXw970kje8zdKB4-YQ US mtk7wca E N IZ79YsD NA? R84 EoSOsAOtuMtzGc2b 6-0-7 11-6-5 17-0.4 21-1-0 23-11-12 27-10-8 30-9-14 33-11-4 6-0-7 5-5-15 5-5-15 4-0-12 2-10-12 3-10-12 2-11-6 3-1-6 6x6 = 10 I. 1. - 1. 17 16 10 3x4 3x4 = 4x4 = 4x8 = 2x4 II = 17-0.4 20-1-0 Scale = 1:61.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.49 12-13 >822 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.77 12-13 >528 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.97 Horz(CT) 0.22 10 n/a n/a BCDL 16.0 Code FBC20171TP12014 Matrix -MS Weight: 200 lb FT = 0% LUMBER- BRACING - TOP CHORD' 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 4-3-14 oc bracing. Except: 1-18: 2x4 SP No.1, 5-16: 2x4 SP No.3, 10-14: 2x4 SP 285OF 1.8E 6-0-0 oc bracing: 14-16 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 3-17, 4-17, 7-13 9-10: 2x6 SP No.2, 8-12,8-10: 2x4 SP No.2 REACTIONS.1 (lb/size) 1=1545/0-8-0, 10=2075/0-6-12 Max Horz 1=-277(LC 6) Max Uplift 1=-674(LC 8), 10=1079(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2919/1297, 2-3=-2652/1229, 3-4=1851/954, 4-5=2873/1476, 5-6=-2940/1394, 6-7=-4188/1911, 7-8=-6835/3158, 9-10=-408/277 BOT CHORD 1-19=-1239/2716, 17-19=-929/2144, 13-14=-1663/3727, 12-13=-3229/6983, 11-12=-2048/4222, 10-11=-2048/4222 WEBS 2-19=-440/320, 3-19=-210/629, 3-17=-838/465, 4-17=-432/115, 14-17=-708/1874, 4-14=1100/2384, 6-14=-1452/740, 6-13=-455/1092, 7-13=-3382/1627, 7-12=-1118/549, 8-12=-1347/2807, 8-11=185/326, 8-10=-4311/2082 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=5.Opsf; BCDL=3.Opsf; h=18ft; B=72ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=674, 10=1079. 9) Hanger(s) o� other connection device(s) shall be provided sufficient to support concentrated load(s) 295 lb down and 241 lb up at 33-8-8 on top chard, and 293 lb down and 241 lb up at 31-5-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE($) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 AWARNING - Verily 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 ANSI/TP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Type Qty Ply J35566-PLM Const: Bott Res. F T14036993 J35566 Roof Special Girder 11 Job Reference o tional i LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=70, 4-7=-70, 7-9=-70, 16-20=20, 15-16=-20, 10-14=-20 Concentrated Loads (lb) Vert: 9=-270(B)25=-293(B) o.c I V s reu I[ 4V IO rvl1l UK IrtuUStrte5, Inc. mon may 14 '11:Ul:ztt zUlt1 rage z I D: SyaLC EmIDt5FCXw970kje8zdKB4-YQ USmtk7wcaE NIZ79YsDNA?R84EoSOsAOtu WttzGc2b ® WARNINGI- Verity design paramefers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-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 yq�• building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing iTek• is always regdired for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the ty� fabrication, st rage, 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, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qly Ply J35566-PLM Const: Bott Res. T14036994 J35566 B17 COMMON 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 14 11:01:29 2018 Page 1 ID:SyaLCEmIDt5FCXw970kje8zdKB4-Od2rzDklhvi5_SBKjGOSvNYkdUa8BgiJFXe3QJzGc2a 6-0-7 11 6 5 17-0-4 22 6-3 28-0-1 34-0-8 35-11-0 5-5-15 5-5-15 5-5-15 5.115 6-0-7 1-10-8 Scale = 1:59.6 4x4 = 9 1 13 20 21 12 22 23 10 4x4 = 3x4 = 4x6 = 11 3x8 = 3x4 = 4x4 = 8-9-6 17-0.4 25-3-2 34-0-8 8-9-6 8-2-14 8-2-14 8-9-6 LOADING (plsf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.19 10-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.40 10-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(CT) 0.12 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 176 lb FT = 0% LUMBER - TOP CHORD, 2x4 SP No.2 BOT CHORDi 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=1528/0-8-0, 8=1667/0-8-0 Max Horz 1=-366(LC 6) Max Uplift 1=-671(LC 8), 8=822(LC 8) Max Grav 1=1537(LC 13), 8=1668(LC 14) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2881/1294, 2-3=-2613/1224, 3-4=1817/948, 4-5=-1817/949, 5-7=-2590/1194, 7-8=-2871/1257 BOT CHORD 1-13=984/2786, 11-13=-668/2211, 10-11=-659/2023, 8-10=942/2502 WEBS 4-11=599/1191, 5-11=-810/439, 5-10=-181/596, 7-10=-430/298, 3-11=-820/453, 3-13=-214/620,2-13=-449/326 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=5.Opsf; BCDL=3.Opsf; h=18ft; B=72ft; L=34ft; eave=4ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=671, 8=822. 7) This truss design requires that a minimum of 7/16" structural Wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 ®WARNING;- Verily 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 NiiTek• Is always regdired 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, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J35566-PLM Const: Botl Res. i T14036995 J35566 B18 HIP 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 3-0-0 4x8 = 4x8 M18SHS = 27 28 7 8.210 s Mar 12 2018 MiTek Industries, Inc. Tue May 15 09:03:45 2018 7-2-12 7-94 ' 1-10-8 Scale = 1:62.6 4x6 41 3k4 = 13 3x4 = 5x5 = 3x4 = 6x8 M18SHS . I 2-1-0 -2-0 9-1-0 15-0-0 18-0-0 9-0- 26 3-4 34-0-8 2-1-0 -1-0 5-11-0 5-11-0 3-0-0 0-8 7-2-12 7-9 4 Plate Offsets (X.Y)—13:0-4-0.0-1-121,[6:0-54.0-2-01.[11:0-2-8.0-1-121,[12:0-0-0.0-1-81.[14:0-2-12.0-3-01 [18:0-3-8.0-3-41 LOADING (pSO SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.37 17-18 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.67 17-18 >612 180 M18SHS 2441190 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.33 9 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -AS Weight: 202 lb FT = 0% LUMBER- j BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD, 2x4 SP No.2 `Except' BOT CHORD Rigid ceiling directly applied. Except: 7-12: 2x4 SP No.3, 18-19: 2x4 SP No.1, 16-18: 2x4 SP 285OF 1.8E 10-0-0 oc bracing: 12-14 WEBS 2x4 SP No.3'Except* WEBS 1 Row at midpt 4-17, 5-15 4-18: 2x6 SP No.2, 3-18: 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=169410-8-0, 9=1675/0-8-0 r Max Horz 2=335(LC 7) Max Uplift 2=-808(LC 8), 9=-814(LC 8) FORCES. (lb) -Max. Comp./Max: Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3023/1149, 34=-7208/2733, 4-5=3347/1396, 5-6=-2316/1054, 6-27=-1985/1011, 27-28=-198511010, 7-28=-198511010, 7-8=-2328/1044, 8-9=-2837/1195 BOT CHORDI 2-19=-873/2748, 17-18=-2123/6014, 16-17=-99813026, 15-16=-998/3026, 14-15=-51011988, 9-11=-866/2450, 7-14=212/617, 18-19=-990/3179 WEBS 4-17=3013/1134, 5-17=1281606, 5-15=1238/574, 6-15=265/737, 8-14=-645/380, 11 -1 4=846/2255, 3-19=1834/622, 4-18=609/2120, 3-18=-1496/4088 NOTES- I 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=18ft; B=72ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 jive load nonconcurrent with any other live loads. 7) ' This trussihas been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide met hanical connection (by others) of truss to bearing plate capable of withstanding 808 lb uplift at joint 2 and 814 lb uplift at joint 9. 9) 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 b'e applied directly to the bottom chord. LOAD CASE(S) Standard Joaquin Velez PE No.68182 MiTek USA, Inc, FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 ® WARNING'- Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-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 j� 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 Blvd. e East Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandda, VA 22314. Tampa, 6904 Parkrk 36610 East Job T Truss Truss Type Qty Ply J35566-PLM Const: Bott Res. �1319 T14036996 J35566 HIP 1 1 Job Reference o tional wdst runs, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 14 11:01:31 2018 Page 1 i ID:SyaLCEmIDt5FCXw970kje8zdKB4-y?gbOvm?DXypElHirgQW?od?9HHsfmzcir7AUCzGc2Y -1-10-8 , 2-1-0 3-2-0 8-1-0 13-0-0 18-0-0 21-0-8 27-3-4 34-0-8 35-11-0 1-10-S 2-1-04-11-0 5-0-0 3-0-8 6-2-12 6-9-0 1-10-8 Scale = 1:62.6 2-1-0 -2-0 8-1-0 13-2-0 18-0-0 9-0- 21-0-8 211_4 34-0-8 4-11-0 4-11-0 5-0-0 -0-0 2-0-8 6-2-12 6-9-4 Plate Offsets (X.Y1— 13:0-4-0,0-1-121.f4:0-3-12.0-1-81 f6:0-540-2-01 f8:0-5-4 0-2-01 f16.0-2-12 0-2-41 f17.0-2-4 0-3-01 f19:0-3-12 0-3-01 LOADING SPACING- 2-0-0 (pso CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.33 18-19 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.60 18-19 >679 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.88 Horz(CT) 0.32 10 n/a n/a BCDL 16.o Code FBC2017/TPI2014 Matrix -AS Weight: 203 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. Except: 7-14: 2x4 SP No.3, 19-20: 2x4 SP No.1, 17-19: 2x4 SP 285OF 1.8E 10-0-0 oc bracing: 14-16 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 4-18 4-19: 2x6 SP No.2, 3-19: 2x4 SP No.2 REACTIONS. (lb/size) 2=1696/0-8-0, 10=1677/0-8-0 Max Horz 2=296(LC 7) Max Uplift 2=-807(LC 8), 10=-813(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3032/1150, 3-4=-7168/2710, 4-5=-3552/1469, 5-6=2590/1148, 6-7=2363/1129, 7-8=2335/1117, 8-9=-2242/1030, 9-10=-2896/1213 BOT CHORD I 2-20=877/2734, 18-19=2093/5936, 17-18=-1079/3201, 16-17=-645/2260, 7-16=322/168, 12-13=-895/2513, 10-12=-895/2513, 19-20=997/3160. WEBS 4-18=2769/1027, 5-18=154/601, 5-17=4150/515, 6-17=-230/707, 6-16=103/292, 13-16=546/2081, 8-16=-410/1375, 8-13=-640/127, 9-13=768/398, 9-12=0/273, 3-20=48231632, 4-19=-615/2086, 3-19=1465/4013 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=5.Opsf; BCDL=3.Opsf; h=18ft; B=72ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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) Provide meLhanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=807, 10=813. 9) This truss design requires that a minimum of 7/16" structural woad sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 WARNING Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Alit-7473 rev. 1010312015 BEFORE USE. Design valid for use only with Mr rek® 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 s Truss Type Qty Ply J35566-PLM Const: Bott Res. TB2 T14036997 J35566 HIP 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8,210 s Feb 12 2018 MiTek Industries, Inc. Mon May 14 11:01:32 2018 Page 1 I D: Sya LC EmIDt5 F CXw970kje8zdKB4-QCjzb Fnc _g4g rvsu00x9XOAAVhdj 0 DLIxUskOezGc2X 1-1-10-81, 2-1-0 3-2-0, 7-1-0 11-0-0 15-1-12 18-0.0 23-0-8 28-3-4 34-0-8 35-11-0 1-10-8, 2-1-0 1-1-0 3-11-0 3-11-D 4-1-12 2-10-4 5-0-8 5-2-12 5-9 4 1-10 8 Scale = 1:62.6 46 -/994 12 6x8 M18SHS % 1 0 2x4 II 4x12 = 1x4 II 3x4 3x4 = = 2-1-0 2-0 7-1-0 11-0-0 18-0-0 9-0- 23-0-8 28-0-0 34-0-8 2-11 1-0 3-11-0 3-11-0 7-0-0 -0-0 4-0. 5-2-12 5-9-4 Plate Offsets (X.Y)— 14:0-3-12,0-1-81.19:0-5-4,0-2-01,117:0-2-4.0-3-01.121:0-3-12.0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.33 17-19 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.66 17-19 >618 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.31 11 n/a n/a BCDL 16.o Code FBC2017fTP12014 Matrix -AS Weight: 200 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. Except: 8-15: 2x4 SP No.3, 21-22: 2x4 SP No.1, 18-21: 2x4 SP 285OF 1.8E 10-0-0 oc bracing: 15-17 WEBS 2x4 SP No.3 *Except* 4-21: 2x6 SP No.2, 3-21: 2x4 SP. No.2 REACTIONS. (lb/size) 2=1696/0-8-0, 11=1677/0-8-0 Max Horz 2=256(LC 7) Max Uplift 2=-807(LC 8), 11=-813(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3036/1153, 3-4=-7137/2689, 4-5=3802/1567, 5-6=2900/1249, 6-7=2560/1171, 7-8=-2867/1299, 8-9=-2845/1294, 9-10=-2410/1089, 10-11=-2940/1227 BOT CHORD 2-22=-882/2707, 20-21=-2065/5833, 19-20=-1183/3405, 17-19=-932/2843, 8-17=-275/165, 13-14=-920/2562, 11-13=-920/2562, 21-22=-1004/3128 WEBS 4-20=-2476/900, 5-20=188/621, 5-19=-1087/488, 6-19=-386/1016,14-17=-602/2071, 9-17=-40511200, 10-14=622/315, 3-22=1806/642, 4-21=618/2046, 3-21=-1435/3924, 7=19=-528/226 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=5.Opsf; BCDL=3.Opsf; h=18ft; B=72ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates ai',e 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=807, 11=813. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the tap chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 AWARNING • 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 MiTek* at building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1 iTe ks is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the V 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 Truss Truss Type Qty Ply Const: Bott Res. IJ35566-PLM T14036998 J35566 � 821 HIP 1 1 Job Reference footionall east vast i russ, rt. Tierce, rL sangb I 4x4 = 3x4 2x4 II = 6 7 29 30 8 6.00 12 3x4 5 6x6 M18SHS --- 3x8 i 6X8 i 4 � 3 2 1 16 20 19 18 17 7x — 21 22 4x4 = 3x8 = 5x5 WB = 14 15 3.4 = 4X6 /," 9.94 12 2x4 I I 2-1-0 mziu s mar iz zuto mi i eK moustnes, mc. i ue may io uv:ubao zutb rage i 4x8 = 9 13 6x8 = LOADING (p 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deFl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.40 15 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.90 16-18 >456 180 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.32 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 `Except` BOT CHORD 16-17,20-21: 2x4 SP No.1, 8-14: 2x4 SP No.3 17-20: 2x4 SP 285OF 1.8E WEBS 2x4 SP No.3 `Except` 4-20: 2x6 SP No.2, 3-20: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=169610-8-0, 11=1677/0-8-0 Max Horz 2=217(LC 7) Max Uplift 2=807(LC 8), 11=813(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD' 2-3=-3039/1155, 3-4=-7117/2675, 4-5=4132/1690, 5-6=-3291/1374, 6-7=-2948/1281, 7-29=-3705/1610, 29-30=-3705/1610, 8-30=-3705/1610, 8-9=-3665/1607, 9-10=-2613/1141, 10-11=-2924/1262 BOT CHORD, 2-21=-885/2669, 19-20=2050/5729, 18-19=1308/3696, 17-18=-1282/3580, 16-17=-1282/3580, 8-16=-397/253, 11-13=-960/2576, 20-21=-1008/3083 WEBS 5-18=-1007/455,6-18=-436/1188,13-16=-660/2177,9-16=-620/1639,10-13=397/245, 4-20=-614/1994, 3-21 =-1 778/647, 3-20=-1415/3854, 4-19=-2144/769, 7-18=-856/407, 5-19=-239/651 Scale = 1:62.6 1x4 i 10 0 v 11 eh Id 21, 1 4x4 = PLATES GRIP MT20 244/190 M18SHS 244/190 Weight: 191 lb FT = 0% Structural wood sheathing directly applied. Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 14-16 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=5.Opsf; BCDL=3.Opsf; h=18ft; B=72ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 trussl has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 807 lb uplift at joint 2 and 813 lb uplift at joint 11. 9) 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. LOAD CASE(S) Standard Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: Mav 16.2018 ® 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 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* 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 PlyT140369B22G 11'101b_'�S_ HIP GIRDER 1 3 Job Reference (optional) -••-• --••-• • • •••• • •• • • • - -�-�- o.c ry s may re cu io mr eR m�usaies, mc. vvea may -io vo:uo:aa zuia rage 7 ID:SyaLCEmIDt5FCXv1970kje8zdKB4-ROogz?EbH5HjuRrgbLAej3aFfnd 1 CfLPS9u6oBZG?O6 -1-10-8 1-10-4 3-2-0 5-1-0 7-0-0 13-1-12 18-0-0 22.6-4 27-0-8 30-3-4 34-0-8 35-11-0 1-10-8 1-10 4 -3-12 1-11-0 1-11-0 6-1-12 4-10-0 4�-0 4 6 4 3-2-12 3-9 4 1-10 8 Scale = 1:62.6 4x8 —, 1z4 II 3x4 = 3x4 =4x4 = 4x8 = 6.00 12 6 31 32 7 33 34 35 36 8 9 10 37 38 11 5x5 Sx5 i 5 39 3x4 6x8 = 12 4 d cr 3 M 2 1 3 20 13 ;1 40 22 41 42 21 43 447x — 14I 1 24 3x4 = 5x8 = 18 17 16 15 19 45 46 47 48 49 3x4 — 4x4 = 2x4 II 3x12 = 3x4 = 1x4 II 3x4 — LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.53 20-21 >771 240 TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.80 20-21 >513 180 BCLL 0.0 - Rep Stress Incr NO WB 0.90 Horz(CT) 0.32 13 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except` TOP CHORD 6-9,9-11: 2x4 SP No.2 BOT CHORD BOT CHORD 2x4 SP No.2 *Except` 4-24,20-21: 2x4 SP No.1, 8-18: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 3-23: 2x4 SP No.2 REACTIONS. (lb/size) 2=3277/0-8-0, 13=3439/0-8-0 Max Harz 2=177(LC 7) Max Uplift 2=1726(LC 8), 13=1843(LC 8) Max Grav 2=3305(LC 29), 13=3495(LC 30) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6429/3124, 3-4=-1383B/6594, 4-5=-15597/7429, 5-6=-8215/4083, 6-31=10692/5449, 31-32=-10692/5449, 7-32=-10692/5449, 7-33=-10685/5444, 33-34=10685/5444, 34-35=-10685/5444, 35-36=-10685/5444, 8-36=-10685/5444, 8-9=-11657/5931, 9-10=11657/5931, 10-37=-7201/3761, 37-38=-7201/3761, 11-38=-7201/3761, 11-39=-5904/3052, 12-39=-5934/3042, 12-13=-6621/3312 BOT CHORD 2-24=-2592/5715, 23-24=-1766/4011. 4-23=-154/470, 2340=4270/9228, 22-40=-4270/9228, 22-41=-3439/7481, 41-42=-3439/7481, 21-42=3439/7481, 21-43=-5785/11933, 43-44=-5785/11937, 20-44=5786/11941, 18-45=264/500, 17-45=264/500, 17-46=2507/5307, 46-47=-2507/5307, 16-47=2507/5307, 16-48=2807/5861, 16-48=-2807/5861, 15-49=-2807/5861, 13-49=2807/5861 WEBS 3-24=-5562/2518, 3-23=-4908/10613, 5-22=227011073, 6-22=-775/1861, 6-21=1878/3655, 7-21=-871/603, 8-21 =-1 361/682, 17-20=-3417/7111, 10-20=-2649/5471, 10-17=3759/1972, 11-17=1245/2442, 11-16=-227/668, 12-16=-726/360, 12-15=-174/459, 5-23=-290716389 PLATES GRIP MT20 244/190 Weight: 569 lb FT = 0% Structural wood sheathing directly applied or 4-4-14 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 10-0-0 oc bracing: 18-20 NOTES- 1) 3-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chordslconnected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=18ft; B=72ft; L=34ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 8904 Parke East Blvd. Tampa FL 33610 Date: I) 1 ms truss nas Deen aesignea Tor a 1U.0 PST bottom Chord five load nonconcurrent with any other live loads. IVIdy 1 o,LU 10 ®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 desigp. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always regyired 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 366f 0 Job Truss Truss Type Qty Ply J35566 B22G HIP GIRDER 1 T14036999 3 Job Reference (optional) ����• •• • ^»� o.ziu s mar 12 2p1t$ Mi I eK mauslnes, Inc. wed May 10 05:00:55 2018 Page 2 NOTES- ID:SyaLCEmIDt5FCXw970kje8zdKB4-ROogz?EbH5HjuRrgbLAej3aFfnd 1 crLPS9u6oBzG?06 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 1726 lb uplift at joint 2 and 1843 lb uplift at joint 13. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 109 lb down and 135 lb up at 3-0-12, 40 lb down and 75 lb up at 5-0-12, 206 lb down and 178 lb up at 7-0-0, 206 lb down and 169 lb up at 9-0-12, 206 lb down and 169 lb up at 11-0-12, 206 Ili down and 169 lb up at 13-0-12, 206 lb down and 169 lb up at 15-0-12, 206 lb down and 169 lb up at 17-0-4, 218 lb down and 195 lb up at 18-11-12, 218 lb down and 195 lb up at 20-11-12, 218 lb down and 195 lb up at 22-11-12, 218 lb down and 195 lb up at 24-11-12, 218 lb down and 203 lb up at 27-0-8, and 40 lb down and 75 lb up at 28-11-12, and 73 lb down and 104 lb up at 29-11-12 on top chord, and 238 lb down and 97 lb up at 3-0-4, 213 lb down and 114 lb up at 5-0-12, 91 lb down and 44 lb up at 7-0-12, 91 lb down and 44 lb up at 9-0-12, 91 lb down and 44 lb up at 11-0-12, 91 lb down and 44 lb up at 13-0-12, 91 lb down and 44 lb up at 15-0-12, 91 lb down and 44 lb up at 17-0-4, 86 lb down and 20 Ilj up at 19-1-12, 86 lb down and 20 lb up at 20-11-12, 86 lb down and 20 lb up at 22-11-12, 86 lb down and 20 lb up at 24-11-12, 86 lb down and 20 lb up at 26-11-12j 207 lb down and 116 lb up at 28-11-12, and 172 lb down and 84 lb up at 29-11-12, and 331 lb down and 182 lb up at 31-11-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-6=70, 6-11=-70, 11-14=70, 24-25=20, 20-23=-20, 18-19=-20, 18-28=-20 Concentrated Loads (lb) Vert:6=-125(B) 9=-142(B)11=-142(B)4=69(B)8=-142(B)24=-160(B)22=-86(B)21=-86(B)7=-125(B)20=-62(6)16=-62(B)12=-33(B)15=-172(B)31=-125(B) 32=-125(B) 33=-125(B) 35=-125(B) 37=-142(B) 38=-142(B) 40=213(B) 41=-86(B)42=-86(B) 43=-86(B) 44=-86(B) 45=-62(B) 46=-62(B) 47=-62(B) 48=-207(B) A WARNINGI- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE NII.7473 rev. 1010312015 BEFORE USE. ■ Design valid for use only with 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 M iTek` is always regdired for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Qty Ply J35566-PLM Const:Bott Res. TrautssType J35566 B23 1 1 Job Reference o lional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 14 11:01:38 2018 Page 1 I D: Sya LC EmIDt5FCXw970kje8zdKB4-FM4Esl rOZgrgZq K2lf2Zn HQFs6jyovzeJQJ2EIzGc2R i 7-04 13-10-12 20-9A 27-9-8 7-04 6-10-8 6-10-8 7-0-4 Scale = 1:47.3 3x4 = 4x4 = 3x4 = 1x4 II 3x4 = 4x4 = 1 2 13 14 3 15 16 4 5 6 12 3x6 II 17 11 10 3x4 = 18 9 3x8 = 19 8 3x4 = 20 7 3x6 II 3x4 = 7-04 13-10-12 20-9-4 27-9-8 7-OA r 6-10-8 6-10-8 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.09 9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.16 9-11 >999 180 BCLL d.0 Rep Stress Incr YES WB 1.00 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -AS Weight: 173 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 WEBS REACTIONS. (lb/size) 12=1237/Mechanical, 7=1237/0-4-0 Max Uplift 12=-546(LC 8), 7=546(LC 8) Max Grav 12=1250(LC 13). 7=1250(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-1 2=1 172/561, 1-2=-1190/525, 2-3=-1649/684, 3-5=-1549/684, 5-6=1190/526, 6-7=-1172/561 BOT CHORD 9-11=-525/1190, 8-9=-525/1190 WEBS 1-11=-666/1507, 2-11=819/474, 2-9=-255/466, 3-9=-461/300, 5-9=-255/466, 5-8=-819/474, 6-8=666/1507 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. 1 Row at midpt 1-12, 6-7 NOTES- - 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=18ft; B=72ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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 trussl 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. 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 at=lb) 12=546, 7=546. 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 ® WARNING'- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with 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 HT 11• 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 1 m Job Truss Truss Type Qty Ply J35566-PLM Const: Bott Res. T74037001 J35566 B24 Roof Special 1 1 Job Reference o tional �•�-'• •+•�•��• �•� , •. , ," , �++�•, o.z I V J reU IZ Zo to tVll t eR 1noUbMeS, tDo. Mon may l'1 1 t;v coo Zu io rage 7 ID:SyaLCEmIDt5FCXw970kjeBzdKB4-jYed3esOK zgB_vFJMZoJUyLCV2TXQInY43bmkzGc2Q 1 5-5-4 10-7-1 12-7-1 20-1-12 27-9-8 5-5-4 5-1-12 2-0-0 7-6-11 7-7-12 Scale: 1/4"=1' 3x4 3x4 = 2x4 II 3x4 = 5x5 = 3x6 = 1 2 15 16 3 4 17 18 5 6 14 -,J a d 7 3x6 II 4x8 = 2x4 II 3x4 II 4x8 = 3x6 II 10-7-1 1 124-1 20-1-12 27-9-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.16 10-11 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.27 8-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.70 Horz(CT) 0.07 7 n/a n/a BCDL 10.o Code FBC20171TP12014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD, 2x4 SP No.2 *Except* BOT CHORD 3-12,4-9: 2x4 SP No.3 WEBS WEBS 2x4 SP No.3 REACTIONS (lb/size) 14=1237/Mechanical, 7=1237/0-4-0 Max Uplift 14=-546(LC 8), 7=-546(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD! 1-14=-1185/555, 1-2=-1152/508, 2-3=-2155/955, 3-4=-2164/956, 4-5=-2409/1077, 5-6=-1506/661, 6-7=1167/560 BOTCHORD 10-11=1073/2415 WEBS 1-13=671/1523. 2-13=-1130/589, 11-13=493/1077, 2-11=-540/1213, 4-11=-466/250, 8-10=-659/1397, 5-10=-468/936, 5-8=-993/568, 6-8=-758/1730 PLATES GRIP MT20 244/190 Weight: 188 lb FT = 0% Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. 1 Row at midpt 6-8 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=18ft; B=72ft; L=34ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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 trusslhas 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) 14=546, 7=546. 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. I§ Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 WARNING Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use onlywith MiTek® connectors. This design is based only upon parameters shown, and is far an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall, building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M 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 ANSIITP11 Quality Criteria, OSB-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 Type Qty, Ply J35566-PLM Const: Bott Res. ]Truss T14037002 J35566 B25 Flat 1 1 I Job Reference o tional East Coast I fuss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 14 11:01:40 2018 Page 1 1 ID:SyaLCEmlDt5FCXw970kje8zdKB4-BkC?H_te515Xp8TRs341siVapvOHGtlxnko9lAzGc2P 7-04 13-10-12 20-94 27-9-8 7-0-4 6-10-8 6-10-8 7-04 Scale = 1:47.3 12 n 9 8 7 3x6 II 3x4 = 3x8 = 3x6 = 3x6 II 3x6 = i 7-0-4 13-10-12 20-94 27-9-8 7-0-4 6-10-8 6-10-8 7-0-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.17 9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.28 9-11 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.77 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 152 lb FT = 0% LUMBER- 1 BRACING - TOP CHORD; 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 1-11, 6-8 REACTIONS. (lb/size) 12=1237/Mechanical, 7=1237/0-4-0 Max Uplift 12=-546(LC 8), 7=-546(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD I 1-12=1169/560, 1-2=-1828/807, 2-3=-2386/1053, 3-5=2386/1053, 5-6=1828/807, 6-7=-1169/560 BOT CHORD , 9-11=807/1828, 8-9=-807/1828 WEBS 1-11=-889/2012, 2-11=813/470, 2-9=-345/634, 3-9=-464/302, 5-9=346/634, 5-8=813/470, 6-8=889/2012 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.0psf; h=18ft; B=72ft; L=34ft; eave=4ft; Cat. 11; Exp C; E�cl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) 12=546, 7=546. 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 ® WARNING'- Verily 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 requved 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 Job i Truss Type Qty Ply J35566-PLM Const:Bott Res.J35566T14037003 TB2 Flat Girder 1 1 Job Reference o tional �•-�• -• •� •• • �• ����� o.c w s re0 iz zu to MI i eK mauslfles, mC. mon may 14 11:U1:4Z ZU18 rage 1 4-8-12 1I D:SyaLCEmIDt5F CXw97Okje8zdKB4-87KlifvvdvLF2Rdp_U6Vx7ayRj0E km6E E2HGN3zGc2N 0 1L 12 23 -12 27-9-8 8-12 -0 44 4-7-0 4-7 -7-0 4-8-12 3x4 = 5x6 =1 4x4 = 06 = 1 17 18 2 19 20 3 421 22 Scale = 1:47.2 4x6 = 2x4 II 3x4 = 4x4 = 5x6 = 5 23 6 724 25 26 8 27 28 9 4x6 I I 5x6 = 4x4 — 5x8 M18SHS = 4x4 = 5x6 = 4x6 II 4-8-12 9-3-12 13-10-12 18-5-12 23-0-12 27-9-8 41-12 4-7-0 4-7-0 4-7-0 4-7-0 4-8-12 Plate Offsets (X.Y)— f10:Edoe.0-3-81 I13:0-4-0.0-3-01 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.33 13 >987 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.52 12-13 >629 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Incr NO WB 0.79 HOrz(CT) 0.11 10 n/a n/a BCDL 1 t).0 Code FBC2017/TPI2014 Matrix -MS Weight: 173 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-9 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3 `Except' BOT CHORD Rigid ceiling directly applied or 4-2-15 oc bracing. 1-15,2-14,3-13,7-13,8-12,9-11: 2x4 SP No.2 REACTIONS. (lb/size) 16=2030/Mechanical, 10=2018/0-4-0 Max Uplift 16=-926(LC 8), 10=919(1_C 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-1 6=1 951/937, 1-2=-3102/1417, 2-3=-4889/2230, 3-5=5503/2509, 5-7=-5503/2509, ' 7-8=-4891/2231, 8-9=-3099/1414, 9-1 0=-1 9421930 BOT CHORD' 14-15=-1417/3102, 13-14=-2230/4889, 12-13=-2231/4891, 11-12=-1414/3099 WEBS 1-1 5=1 609/3514, 2-15=-1552/856, 2-14=-936/2055, 3-14=-838/510, 3-13=-357/707, 5-13=-513/368, 7-13=-356/705, 7-12=-839/512, 8-12=-940/2062, 8-11=-15611855, 9-11=-1607/3511 NOTES- I 1) Wind: ASCE 7-10; VUIt=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=18ft; B=72ft; L=34ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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 chard live load nonconcurrent with any other live loads. 6) • This truss lhas been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 16=926, 10=919. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 170 lb down and 138 lb up at 1-9-7, 170 lb down and 138 lb up at 3-9-7, 170 lb down and 138 lb up at 5-9-7, 170 lb down and 138 lb up at 7-9-7, 169 lb down and 138 lb up at 9-9-7, 169 lb down and 138 lb up at 11-9-7, 169 lb down and 138 lb up at 13-9-7, 169 lb down and 138 lb up at 15-9-7. 1691Ib down and 138 lb up at 17-9-7. 170 lb down and 138 lb up at 19-9-7, 170 lb down and 138 lb up at 21-9-7, and 170 lb down and 138 lb up at 23-9-7, and 170 lb down and 138 lb up at 25-9-7 on top chord, and 54 lb down at 1-9-7, 54 lb down at 3-9-7 54 lb down' at 5-9-7, 54 lb down at 7-9-7. 54 lb down at 9-9-7, 54 lb down at 11-9-7, 54 lb down at 13-9-7, 54 lb down at 15-9-7, 54 lb down at 17-9-7, 54 lb down at 19-9-7, 54 lb down at 21-9-7, and 54 lb down at 23-9-7, and 54 lb down at 25-9-7 on bottom Joaquin Velez PE No.68182 chord. The'design/selection of such connection device(s) is the responsibility of others. MiTek USA, Inc. FL Cert 6634 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 6904 Parke East Blvd. Tampa FL 33610 LOAD CASE(S) Standard Date: May 16,2018 AWARNING I,- 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 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 11 A iT�l1C�' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MVO 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 Truss Truss Type Qty Ply J35566-PLM Const: Bott Res. T14037003 J35566 B26G Flat Girder 1 1 Job Reference o tional cdbr wdbt i rubb, rr. rwice, rL 0-W-40 - 8.21U S heD 1Z ZU18 MI I eK Inaustrles, Inc. Mon May 14 11:U7:42 2018 Page 2 ID:SyaLCEmlDt5FCXw970kje8zdKB4-87KlifvvdvLF2Rdp_U6Vx7ayRj0Ekm6EE2HGN3zGc2N LOAD CASES) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-9=-70, 10-16=-20 Concentrated Loads (lb) Vert:13=-40(F) 5=-81(F) 6=-81(F) 17=-81(F) 18=-81(F) 19=-81(F) 20=-81(F) 21=-81(F) 22=-81(F) 23=-81(F) 25=-81(F) 26=-81(F) 27=-81(F) 28=-81(F) 29=-40(F) 30=-40(F) 31=-40(F) 32=-40(F) 33=40(F) 34=-40(F) 35=-40(F) 36=-40(F) 37=-40(F) 38=-40(F) 39=-40(F) 40=-40(F) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II.7473 rev. 1010312015 BEFORE USE. Design valid for use only with M7ek® 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 requ' fired 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, OSB-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 Consl:Bott Res.T14037004 FJ3566-PLM J35566 � C01 HALF HIP 1Rnfcronrc /nnrinnoll test Coast Truss, Ft. Pierce, FL 34946 8.210 s Mar 12 2018 MiTek Industries, Inc. Mon May 14 15:46:21 2018 Page 1 I D: SyaLCEmI Dt5FCXw970kje8zdKB4-I eyK5YzEJYge D PYC h D 1844 L MUB MB Oz7DjrwOylzGYl m 1-10-8 5-94 11-0-0 16-3-12 21-11-0 1-10-8 5-9.4 5-2-12 5-3-12 5-7-4 Scale = 1:39.7 5x5 = 1x4 II 3x4 = 4 14 15 5 16 6 3x4 = 3x4 = -" US = 3x6 11 5-9-4 11-0-0 16-3-12 21-11-0 5-9-4 ' 5-2-12 5-3-12 5-7-4 Plate Offsets iX Y1— [4:0-2-8.0-2-4) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.29 8-10 >914 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.60 8-10 >439 180 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -AS Weight: 123 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=1091/04-0, 2=1150/0-8-0 Max Horz 2=387(LC 8) Max Uplift 7=348(LC 8), 2=508(LC 8) Max Grav 7=1091(LC 17), 2=1198(LC 13) i FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD' 2-3=-19391547, 3-4=1992/720, 4-14=-903/273, 14-15=903/273, 5-15=-903/273, 5-16=903/273, 6-16=-903/273, 6-7=-1078/354 BOT CHORD 2-10=-701/1733, 10-17=-439/1078, 17-18=439/1078, 9-18=-439/1078, 8-9=-439/1078 WEBS 1 3-10=-431/333, 4-10=-382/955, 4-8=-254/241, 5-8=-544/169, 6-8=-382/1271 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=5.Opsf; BCDL=3.Opsf; h=18ft; B=72ft; L=34ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) 150.Olb Ad unit load placed on the top chord, 16-11-0 from left end, supported at two points, 4-0-0 apart. 4) Provide adequate drainage to prevent water ponding. 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 i 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 348 lb uplift at joint 7 and 5081b uplift at joint 2. 9) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock tie applied directly to the bottom chord LOAD CASE(S) Standard Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 WARNING;- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling ofindividual truss web and/or chord members only. Additional temporary and permanent bracing AieB.° is always required for stability and to prevent collapse with possible personal injury and propertkV1damaye. For general guidance regarding the MiTek* Ii 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 Res. �J35566-PLMConsl.-Bott T14037005 J35566 CO2 HALF HIP 1 1 .lob Reference /ootionall East Coast Truss, Ft. Pierce, FL 34946 8.210 s Mar 12 2018 MiTek Industries, Inc. Tue May 15 08:32:10 2018 Page 1 I D:Sya LCE mID t5F CXw97Okje8zdKB4-pozk 1 zJ 12 nOgd bo W4E C U SJatE PPmxO3y E EvctzG KO p -1-10l8 5-74 10-8-0 16-1-12 21-11-0 1-10=8 5-7-4 5-0-12 5-5-12 5-9 4 Scale = 1:39.7 5x5 = 1x4 II 3x4 = 4 14 15 5 16 6 3x4 = 3x4 = 3xd = 3x6 II 16-1-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.27 8-10 >978 240 TCDL 15.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.58 8-10 >452 180 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS.I (lb/size) 7=1091/0-4-0, 2=1150/0-8-0 Max Horz 2=378(LC 8) Max Uplift 7=-345(LC 8), 2=-51O(LC 8) Max Grav 7=1091(LC 1), 2=1194(LC 13) PLATES GRIP MT20 244/190 Weight: 122 lb FT = O% 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. TOP CHORD 2-3=-1940/554, 34=1989/720, 4-14=-941/287, 14-15=-941/287, 5-15=-941/287, 5-16=941/287, 6-16=-941/287, 6-7=-1066/352 BOT CHORD 2-1 0=-700/1733,10-17=-452/1101, 17-18=-452/1101, 9-18=-452/1101, 8-9=-452/1101 WEBS 3-10=-413/320, 4-10=-362/923, 5-8=558/178, 6-8=-390/1284 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=5.Opsf; BCDL=3.Opsf; h=18ft; B=72ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) 150.0111b AClunit load placed on the top chord, 16-11-0 from left end, supported at two points, 4-0-0 apart. 4) Provide adequate drainage to prevent water ponding. 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 truss1 has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 345 lb uplift at joint 7 and 510 lb uplift at joint 2. 9) 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 bie applied directly to the bottom chord. LOAD CASE(P) Standard Joaquin Velez PE No,68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 ®WARNINGI- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building desigjt. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* Is always req ued 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, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J35566-PLM Consl: Bott Res. T14037006 J35566 CO3 HALF HIP 1 1 Job Reference o do al East Coast Truss, Ft. Pierce, FL 34946 8.210 s Mar 12 2018 MiTek Industries, Inc. Tue May 15 05:33:17 ZU18 Page 1 ID:SyaLCEmIDt5FCXw970kje8zdKB4-LhW35t73GMSJN2Dgxfxwiab2rEllyDgwM9zySVzGK?m i-1-10-8 4-9-4 9-0-0 i 12-3-10 i 15-5-8 21-11-0 1-10-8 4-9-4 4-2-12 3-3-10 3-1-14 6-5-8 ' 4x8 = 14 1x4 II 15 5 16 17 Scale = 1:39.7 4x4 = 9-0-0 15-5-8 21-11-0 9-0-0 6-5-8 6-5-8 Plate Offsets (X.Y)-- [4:0-5-4.0-2-01 i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.14 10-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.31 10-13 >850 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.52 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -AS Weight: 118 lb FT = 0% LUMBER- I BRACING - TOP CHORD; 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer I Installation guide. REACTIONS! (lb/size) 7=1091/0-4-0, 2=1150/0-8-0 Max Horz 2=332(LC 8) Max Uplift 7=-335(LC 8). 2=-521(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD; 2-3=-1770/624, 34=1442/494, 4-14=-1147/372, 14-15=11471372, 5-15=-1147/372, 5-16=-1147/372, 16-17=-1147/372, 6-17=-1147/372, 6-7=1026/350 BOT CHORDI _2-10=722/1580, 9-10=-500/1238, 8-9=-500/1238 WEBS ( 3-10=419/253, 4-10=-66/424, 5-8=-626/223, 6-8=-452/1368 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=5.Opsf; BCDL=3.0psf; h=18ft; B=72ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) 150.01b ACIi unit load placed on the top chord, 16-11-0 from left end, supported at two points, 4-0-0 apart. 4) Provide adequate drainage to prevent water ponding. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 335 lb uplift at joint 7 and 521 lb uplift at joint 2. 9) 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. LOAD CASE(S) Standard Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 ® 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 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 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 Job r Truss Truss Type Qty Ply J35566-PLM Const: Bott Res. T14037007 J35566 C04G HALF HIP GIRDER 1 1 Job Reference o tional Cast Coast i russ, t-t. Fierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 14 11:01:45 2018 Page 1 ID:SyaLCEmIDt5FCXw97Okje8zdKB4-Yi?uKhxnwgjgvvMOfdgCZICNOwOJx4pgwOWw OzGc2K 1-10-8 3-9 4 7-0-0 12-04 16-10-12 21-11-0 1-10-8 3-9-4 3-2-12 5-04 4-10-8 5-0-4 Scale = 1:39.9 4x8 = ' 1x4 II 3x4 = 3x8 = 4 16 17 5 18 19 20 6 21 22 7 1 3x6 = 3x4 — 3xB — 4x6 = 5x6 II 7-0-0 12-0-1 16-10-12 21-11-0 7-0-0 6-0-4_ 4-10-8 5-0-4 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 - Rep Stress Incr NO BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 4-7: 2x4 SP No.1 BOT CHORD, 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 4-11,6-11,7-9: 2x4 SP No.2 REACTIONS (lb/size) 8=2201/0-4-0, 2=2010/0-8-0 Max Horz 2=276(LC 8) Max Uplift 8=-1225(LC 8), 2=-1108(LC 8) Max Grav 8=2217(LC 29), 2=2056(LC 29) CSI. DEFL. in (loc) Vdefl Ud TC 0.88 Vert(LL) 0.20 11-12 >999 240 BC 0.92 Vert(CT) -0.28 11-12 >937 180 WB 0.99 Horz(CT) 0.08 8 n/a n/a Matrix -MS PLATES GRIP MT20 244/190 Weight: 120 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-6-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-4-11 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD2-3=-3795/1898,3-4=-3567/1837,4-5=-3511/1890,5-6=-3511/1890, 6-7=-2458/1339, 7-8=-2087/1213 BOT CHORD 2-12=-1810/3384, 11-12=-1704/3212, 9=11=-1339/2458 WEBS 3-12=-346/255, 4-12=-299/841, 4-11=-281/479, 5-11=-736/544, 6-11=-681/1302, 6-9=-1494/967, 7-9=-1625/2986 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=5.Opsf; BCDL=3.Opsf; h=18ft; B=72ft; L=34ft; eave=4ft; Cat. 11; Exp C; Encl.,"GCpi=0.18; MWFRS (directional); 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) 8=1225,2=1108. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 218 lb down and 203 lb up at 7-0-0, 218 lb down and 195 lb up at 9-0-12, 218 lb down and 195 lb up at 11-0-12, 219 lb down and 195 lb up at 13-0-12, 219 lb down and 195 lb up at 15-0-12, 219 Ib down and 206 lb up at 17-0-12, and 219 lb down and 206 lb up at 19-0-12, and 212 lb down and 201 lb up at 21-0-12 on top chord, and 569 lb down and 314 lb up at 7-0-0, 86 lb down and 20 lb up at 9-0-12, 86 lb down and 20 lb up at 11-0-12, 86 lb down and 20 Ib up at 13-0-12, 86 Ib down and 20 lb up at 15-0-12, 84 lb down and 29 lb up at 17-0-12, and 84 lb down and 29 lb up at 19-0-12, and 90 lb down and 26 lb up at 21-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: Mav 16,2018 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must 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 Truss Truss Type Qty Ply J35566-PLM Const: Bott Res. T14037007 J35566 C04G HALF HIP GIRDER 1 1 Job Reference o tional Last coast I russ, t-t. i'ierce, I-L 34946 ti.ZIU s Feb I Zulu MI I eK moustnes, Inc. Mon May 14 11:U1:40 ZUlS rage Z ID:SyaLCEmlDt5FCXw97Okje8zdKB4-Yi?uKhxnwgjgvvMOfdgCZICNOwOJx4pgwOWw OzGc2K LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=70, 4-7=-70, 8-13=-20 Concentrated Loads (lb) Vert: 4=-142(F) 12=-526(F) 6=-144(F) 9=63(F) 16=142(F) 17=-142(F) 18=-142(F) 19=-142(F) 21=-144(F) 22=-154(F) 23=-62(F) 24=-62(F) 25=-62(F) 26=-62(F) 27=-63(F) 28=-66(F) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 117II.7473 rev. 10/03/2015 BEFORE USE. • Design valid for use only with Mirek® 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 11 AIYeI.' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MVO 1 li 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 Truss Type Qly Ply J35566-PLM Const: Botl Res. [J3o—b'Truss T14037008 5566 C05 COMMON 3 1 .Inh Reference (optional) Last coast i russ, m. tierce, t-L 3494s 8.210 s Mar 12 2018 MiTek Industries, Inc. Tue May 15 08:50:21 2018 Page 1 I D:SyaLCEmIDt5FCXw970kje8zdKB4-MhOA?OWN6_T1 EQVUWJ2CX?5sOpBtQpfgTOB08zGJlm -1-10-8 5-10-0 11-1-8 165-0 21-11-0 ' 1-10-6 ' 5-10-0 ' 5-3-8 5-3-8 55-0 Scale=1:40.6 4x4 = 6 Ia 6x4 — 3x4 = LOADING (psi) SPACING- 2-0-0 CS1. TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 TCDL 15.0 Lumber DOL 1.25 BC 0.60 BCLL 0.0 ' Rep Stress Incr YES WB 0.23 BCDL 10.0 Code FBC2017/TP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS I 2x4 SP No.3 REACTIONS) (lb/size) 6=1096/0-4-0, 2=1157/0-8-0 Max Horz 2=246(LC 7) Max Uplift 6=312(1_C 8), 2=-550(LC 8) 3x4 = DEFL. in (loc) , I/defl Lid PLATES GRIP Vert(LL) -0.10 7-9 >999 240 MT20 244/190 Vert(CT) -0.20 7-9 >999 180 Horz(CT) 0.04 6 n/a n/a Weight: 101 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. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD' 2-3=-1776/661, 3-4=-1576/655, 4-16=-15141603, 5-16=1629/548, 5-17=-17491566, 6-17=1870/518 BOT CHORD 2-9=-503/1630, 9-18=-218/1059, 18-19=-218/1059, 8-19=-218/1059, 7-8=-218/1059, 6-7=-401/1588 WEBS 4-7=-147/696, 5-7=-490/197, 4-9=-241/651, 3-9=-419/294 NOTES- I 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=18ft; B=72ft; L=34ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) 150.0lb ACIunit load placed on the top chord, 16-11-0 from left end, supported at two points, 4-0-0 apart. 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 trusslhas 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 = I O.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 312 lb uplift at joint 6 and 550 lb uplift at joint 2. 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. LOAD CASE(c) Standard Joaquin Velez PE No.68182 MiTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 i ® WARNING Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall ■ building design�. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always regdired 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 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 Job Truss Truss Type Qty Ply T14037009 J35566 C06 HIP 1 1 .loh Reference (optional) E'Jst Coast Truss, Ft. Pierce, FL 34946 1-10-8 5-10-0 LOADING (ps') SPACING- 2-0-0 CSI. - TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 TCDL 15.0 Lumber DOL 1.25 BC 0.59 BCLL t7.0 - Rep Stress Incr YES WB 0.21 BCDL 1t).0 Code FBC2017/TP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS i 2x4 SP No.3 5-2-0 8.210 s Mar 12 2018 MiTek Industries, Inc. Wed May 16 08:01:51 2018 Page 1 I D:SyaLC E mIDt5F CXw970kje8zd KB4-onB rk9wk51 Kmc27 bt5Am?tvzxLgBkKzeKsS4mxzG?NE 5-2-0 4x4 = 3x4 = 5-6-0 DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) -0.10 7-9 >999 240 MT20 244/190 Vert(CT) -0.19 7-9 >999 180 Horz(CT) 0.04 6 n/a n/a BRACING - TOP CHORD BOTCHORD REACTIONS.1 (lb/size) 6=981/0-4-0, 2=1123/0-8-0 Max Horz 2=244(LC 7) Max Uplift 6=-428(LC 8), 2=-584(LC 8) I FORCES. (lb) -max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD I 2-3=-1702/735, 3-4=-1501/729, 4-5=-1466/733, 5-6=-1663/739 BOT CHORD 2-9=-569/1564, 9-16=-291/994, 16-17=-291/994, 8-17=-291/994, 7-8=-291/994, 6-7=-574/1415 WEBS 4-7=-240/593, 5-7=-387/289, 4-9=-234/649, 3-9=-415/286 Scale = 1:41.0 Weight: 101 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=5.Opsf; BCDL=3.Opsf; h=18ft; B=72ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 F as been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This trussihas 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 betweenen the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 428 lb uplift at joint 6 and 584 lb uplift at joint 2. 7) This truss Jesign requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock tie applied. directly to the bottom chord. LOAD CASE(S) Standard A WARNING'. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for individual building component, not a truss systerh. 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 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 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply J35566-PLM Const: Bott Res. T14037010 J35566 I C07 HIP 1 1 i Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 14 11:01:48 2018 Page 1 I ID:SyaLCEmIDt5FCXw970kje8zdKB4-yHhOyjzgDl5PmM5zKIDvBOq?78598cg6c_kabjzGc2H -1-10-8 4-9-4 9-0- 13-3-0 17-5-12 21-11-0 1-10-8� 4-9-4 4-2-12 4-3-0 4-2-12 4-5-4 Scale = 1:39.0 4x4 = 48 = 175 4X4 = 30 — 4x4 = 9-0-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 TCDL 15.0 Lumber DOL 1.25 BC 0.72 BCLL 0.0 Rep Stress Incr YES WB 0.21 BCDL 10.0 Code FBC2017/TP12014 Matrix -AS LUMBER- I TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 3x4 = 13-3-0 DEFL. in (loc) Well Lid PLATES GRIP Vert(LL) -0.15 10-16 >999 240 MT20 244/190 Vert(CT) -0.33 10-16 >809 180 Horz(CT) 0.05 7 n/a n/a Weight: 107 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS: (lb/size) 7=981/0-4-0, 2=1123/0-8-0 Max Horz 2=204(LC 7) Max Uplift 7=-428(LC 8), 2=-584(LC 8) I FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-17131766, 34=-1374/631, 4-5=1171/619, 5-6=1356/632, 6-7=1676/771 BOT CHORD 2-10=607/1527, 9-10=377/1158, 7-9=613/1441 WEBS i 3-10=-435/263, 4-10=-81/354, 5-9=-85/320, 6-9=385/268 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=5.Opsf; BCDL=3.Opsf; h=18ft; B=72ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 betwiIGen 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=lb) 7=428,2=584. 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. cn d 4 7 co Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke: East Blvd. Tampa FL 33610 Date: May 16,2018 ®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 q building design. Bracing Indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing MiTek* is always regkired for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Vf 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, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J35566-PLM Const: Bott Res. T14037011 J35566 C08G Hip Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 14 11:01:49 2018 Page 1 ID:SyaLCEmIDt5FCXw970kje8zdKB4-RTFPA3_lz3DGOWfAuSl8jbN4jXQSt1 CGreU779zGc2G r0-10-8 3-9-4 7-0-0 11-1.8 15-3-0 18-5-12 22-3-0 ,23-1-Bi 0-10-8-2-12 4-1-8 4-1-8 3-2-12 3-9-4 0-10-8 i Scale = 1:39.1 08 = 1x4 II 4x8 = " 20 21 ' 22 23 6 LOADING (pS0 TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10i 0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017rrP12014 CSI. TC 0.80 BC 0.72 WB 0.32 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=2139/0-8-0, 8=2139/0-8-0 Max Harz 2=157(LC 24) Max Uplift 2=1153(LC 8), 8=-1153(LC 8) Max Grav 2=2185(LC 29), 8=2185(LC 30) 15-3-0 DEFL. in (loc) I/deft Ud Vert(LL) 0.22 12 >999 240 Vert(CT) -0.31 12 >848 180 Horz(CT) 0.11 8 n/a n/a 22-3-0 PLATES GRIP MT20 244/190 Weight: 113 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-7-5 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD I 2-3=-4273/2236, 34=-4021/2143, 4-5=-4175/2312, 5-6=-4175/2312, 6-7=-4021/2143, 7-8=-4274/2236 BOT CHORD 2-13=-1890/3881, 12-13=-1739/3672, 10-12=-1739/3585, 8-10=-1890/3764 WEBS 3-13=-375/293, 4-13=-331/847, 4-12=-486/850, 5-12=-777/587, 6-12=-486/850, 6-10=-331/847, 7-10=-375/293 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=5.Opsf; BCDL=3.Opsf; h=18ft; B=72ft; L=34ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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) 2=1153, 8=i1153. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 218 Ib down and 203 lb up at 7-0-0, 218 I down and 195 lb up at 9-0-12, 436 lb down and 389 Ito up at 11-0-12, and 218 lb down and 195 lb up at 13-2-4, and 218 lb down and 203 lb up at 15-3-0 on top chord, and 569 lb down and 314 lb up at 7-0-0, 86 lb down and 20 lb up at 9-0-12, 172 lb down and 40 lb up at 11-0-12, and 86 lb down and 20 Ito up at 13-2-4, and 569 lb down and 314 Ib up at 15-2-4 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: 1-4=70, 4-6=-70, 6-9=70, 14-17=-20 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 ® WARNINGI. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1,1II.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 Nat building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M 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 ANSIfTP11 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 J35566-PLM Const: Bott Res. T14037011 J35566 C08G Hip Girder 1 1 Job Reference o ticnal East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 14 11:01:49 2018 Page 2 ID:SyaLCEmIDt5FCXw97Okje8zdKB4-RTFPA3_lz3DGOWfAuSl8jbN4jXQStl CGreU77gzGc2G LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 4=-142(B)6=-142(B)13=-526(B) 12=-124(B) 5=-285(B) 10=-526(B) 21=-142(B) 22=142(B) 24=-62(B) 25=-62(B) ® 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 q building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' 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 Job Truss Truss Type Qty Ply J35566-PLM Const: Bott Res. T14037012 J35566 DO1G HIP GIRDER 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 1-10-8 3-0-0 48 = 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 14 11:01:50 2018 Page 1 I D:SyaLCEmlDt5FCXw970kje8zdKB4-vfpnNO?wkML7?gEMSAGNGpvLdxg7cYNP4lDhfbzGc2F 4-3-0 19 4x4 = 3-0-0 1-10-8 Scale = 1:22.8 �0-5-0 3-0-0 7-3-0 9-10 0 �03q 0-5-0 2-7-0 4-3-0 2-7-0 -5-0 Plate Offsets (X.Y)— 13:0-5-4 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 2010 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.06 7-8 >999 240 MT20 244/190 TCDL 1510 Lumber DOL 1.25 BC 0.50 Vert(CT) 0.06 7-8 >999 180 BCLL 010 Rep Stress Incr NO WB 0.07 Horz(CT) -0.01 5 n/a n/a BCDL 10A Code FBC2017/TPI2014 Matrix -MS Weight: 48 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP ND.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD I 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-5-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=69910-8-0, 5=699/0-8-0 Max Horz 2=97(LC 6) Max Uplift 2=700(LC 8), 5=699(LC 8) FORCES. (Ili) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-713/728, 3-4=593/676, 4-5=-714/727 BOT CHORD 2-8=-570/582, 7-8=-591/592, 5-7=-567/582 NOTES- I 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=18ft; B=72ft; L=34ft; eave=4ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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) 2=700, 5=699. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 84 lb down and 56 lb up at 3-0-0, and 171 lb down and 94 lb up at 5-0-12, and 84 lb down and 56 lb up at 7-3-0 on top chord, and 173 lb down and 152 lb up at 3-0-0, and 9 lb down and 30 lb up at 5-0-12, and 173 lb down and 152 lb up at 7-2-4 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). I LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 4-6=-70, 9-14=-20 Concentrated Loads (lb) Vert: 8=-106(F) 7=-106(F) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 ®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 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 J35566-PLM Const: Bott Res. T14037013 J35566 MV2 Valley 6 1 Job Reference o tional ­1 V.=L I UJJ, rr. r=—, rL J ". 2x4 i O.z 1v s rel) 1L LUl0 rut t eK Inoustnes, Inc. ivion may Ig 7l:ul:od zu Id rage I ID:SyaLCEmIDl5FCXw970kje8zdKB4-JEUv?Ql of Hkhs6zx7lp4uRXyG9z5pwDrmGSLGwzGc2C 2-0-0 2-0-0 Scale = 1:7.8 2 3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 5 lb FT = 0% LUMBER- I BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 BOT CHORD REACTIONS: (lb/size) 1=62/2-0-0, 2=48/2-0-0, 3=14/2-0-0 Max Horz 1=39(LC 8) Max Uplift 1=-18(LC 8), 2=-41(LC 8) Max Grav 1=63(LC 13), 2=55(LC 13), 3=28(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Structural wood sheathing directly applied or 2-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=18ft; B=72ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a jive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of 1bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2 0 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: ®WARNING= Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall {�, A1r�iTek"• 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 itll 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 Qry Ply J35566-PLM Const: Bott Res. rb' T14037014 MV4 Valley 4 1 Jab Reference o tional East Goast I cuss, Ft. Fierce, FL'34845 8.21U s Feb 12 ZU18 MI I ex IOtluslnes, Inc. MOO May 14 11:U1:54 2U78 Pagel I D:SyaLCEmIDt5FCXw970kje8zdKB4-nR2HDm2QobsYUIY7hOKJQf42PYGdYNT??WBuoMzGc2B 4-0-0 4-0-0 2 3 2x4 i 2x4 II Scale = 1:12.8 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.21 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 14 lb FT = 0% LUMBER- I BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-D-0 oc bracing. REACTIONS. (lb/size) 1=146/4-0-0, 3=146/4-0-0 Max Horz 1=90(LC 8) Max Uplift 1=-42(LC 8), 3=87(LC 8) Max Grav 1=148(LC 13), 3=160(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- i 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=18ft; B=72ft; L=34ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 6s 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 A WARNING - Verily 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 Mrrek® 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 J35566-PLM Const: Bolt Res. T14037015 J35566 MV6 GABLE 2 1 Job Reference (optional) ����� • �+�'+� a.clu s reD I zu la MI I eK mausines, Inc. mon may 14 1l:ui:o4 2uiu Page 1 I D:SyaLCEmIDt5FCXw970kjeBzdKB4-nR2HDm2QobsYUIY7hOKJQf4uMYAkYNT??wBuoMzGc2B 6-0-0 6-0-0 Scale = 1:17.8 2 3 2x4 i 2x4 II J I 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 0.99 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.58 Verl(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 21 lb FT = O% LUMBER- BRACING - TOP CHORDI 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORDI 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=236/6-0-0, 3=236/6-0-0 Max Horz 1=146(LC 8) Max Uplift 1=68(LC 8). 3=140(LC 8) Max Grav 1=239(LC 13), 3=259(LC 13) FORCES. jlb) -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=5.Opsf; BCDL=3.Opsf; h=18ft; B=72ft; L=34ft; eave=4ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 requ�res 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 except Qt=lb) 3=140. Joaquin Velez PE No.e8182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 ® WARNING �L Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1­7473 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 bracing permanent always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the WOW 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 ' Truss Truss Type Qty Ply J35566-PLM Const: Bott Res. T14037016 J35566 MV6A GABLE 1 1 Job Reference (optional) test uoast I russ, t-t. rlerce, rL 54U40 u,zlu s reD lz zu la MI I eK Inausmes, Inc, ivion may 79 1 I:o I:oo ZVIo rage I ID:SyaLCEmIDt5FCXw970kje8zdKB4-FdcgQ633Zv_P6R7JFjrYzsd4QyXkHgjBDZxSKpzGc2A 5-9-8 5-9-8 Scale = 1:17.3 2 3 2x4 i 2x4 II LOADING (Psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.91 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.53 Vert(CT) n/a n/a 999 BCLL 0.0 - Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 21 lb FT = 0% LUMBER- I BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONSI (lb/size) 1=226/5-9-8, 3=226/5-9-8 Max Horz 1=140(LC 8) Max Uplift 1=-65(LC 8), 3=-135(LC 8) Max Grav 1=230(LC 13), 3=249(LC 13) FORCES. (Ib) - 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=5.Opsf; BCDL=3.Opsf; h=18ft; B=72ft; L=34ft; eave=411; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 pat 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 me chanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 3=135. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: nn_.. May 16,2018 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 Mfrek® 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 pp p��• building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing iTe k• is always regmired for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the �yf fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Job ' Truss Truss Type Qty Ply J35566-PLM Const: Botl Res. T14037017 J35566 MV8 Valley 2 1 Job Reference o tional n.Giu S reD 14 .4" to Mr'I eK mausines, Inc. Mon may 14 i i:Ui:bb 2ui6 rage i ID:SyaLCEmIDt5FCXw970kje8zdKB4-FdcgQ633Zv_P6R7JFjrYzsdCRycaHpT8DZxSKpzGc2A 8-0-0 B-0-0 Scale = 1:22.9 3 2x4 -5:- 1x4 II 42x4 II 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 0.40 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.22 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 31 lb FT = 0% LUMBER- I BRACING - TOP CHORD 2x4 SP No.3 BOT CHORD TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS! (lb/size) 1=108/8-0-0, 4=135/8-0-0, 5=408/8-0-0 Max Horz 1=202(LC 8) Max Uplift 4=-80(LC 8), 5=-243(LC 8) Max Grav 1=108(LC 1), 4=148(LC 13), 5=449(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-358/270 NOTES- j 1) Wind:, E 7-10, Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=18ft; B=72ft; L=34ft; eave=4ft; Cat. II; Exp C; ncl., GCpi=0.18; MWFRS (directional); 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 lias 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) 4 except (jt=lb) 5=243. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 ®WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1,1II.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 desigg. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always for A IA iT`yl.• required stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MVO 1 li fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 36610 Job ' Truss Truss Type Qty Ply J35566-PLM Const: Bott Res. T14037018 J35566 MV10 GABLE 1 1 Job Reference (optional) o.Cla s reD 1z zv to MI i eK maustries, Inc. Mon may 14 11:U1:ol ZU16 rage 1 ID:SyaLCEmIDt5FCXw970kje8zdKB4-NsN9bk?YVgTzdgpYOtncoOSS6LBoL?BYlyzEB2zGc2E 10-0-0 10-0-0 3 2x4 ! 5 4 1x4 II 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) n/a n/a 999 TCDL 15.0 Lumber DOL 1.25 BC 0.41 Vert(CT) n/a n/a 999 BCLL 0.0 - Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S LUMBER- I BRACING - Scale = 1:27.9 PLATES GRIP MT20 244/190 Weight: 41 lb FT = 0% 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 J BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=196/10-0-0, 4=109/10-0-0, 5=526/10-0-0 Max Horz 1=257(LC 8) Max Uplift 4=-65(LC 8), 5=-313(LC 8) Max Grav 1=196(LC 1), 4=120(LC 13), 5=579(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-447/333 NOTES- 1) Wind: ASCE 7-10; Vun=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=18ft; B=72ft; L=34ft; eave=4ft; Cat. 11; Exp C; Epcl., GCpi=0.18; MWFRS (directional); 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 trusslhas 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) 4 except Gt=lb) 5=313. Joaquin Velez PE No,68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 ®WARNING Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111I1.7473 rev. 10103/2015 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 M 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 ANSIITP11 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, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J35566-PLM Const: Bott Res. T14037019 J35566 MV10A GABLE 1 1 Job Reference o tional Last uoast I cuss, t- . tierce, hL M94b a.ziu s t-eD iz zults mi I eK Industries, Inc. mon may i4 i i:Ui:oi zults Page i ID:SyaLCEmlDt5FCXw97Okje8zdKB4-NsN9bk?YVgTzdgpYOtncoOSSbLB6L?DYIyzEB2zGc2E 9-10-8 9-10-8 Scale = 1:28.3 3 2x4 � 1x4 II 42x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.39 Vert(CT) n/a TIM 999 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 4 TIM n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 40 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. OTHERS 2x4 SP No.3 REACTIONS: (lb/size) 1=191/9-10-8, 4=112/9-10-8. 5=517/9-10-8 Max Horz 1=254(LC 8) Max Uplift 4=67(1_C 8), 5=307(1_C 8) Max Grav 1=191(LC 1). 4=123(LC 13), 5=568(LC 13) i FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-440/328 I NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=18ft; B=72ft; L=34ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 trussi 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) 4 except (jt=lb) 5=307. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert6634 69D4 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 I ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,7I1.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with Wek® 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 It A'e l'° Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 1 V9 1 1( . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job ' Truss Truss Type Qty Ply Const: Bott Res. �J35566-PLM T14037020 J35566 MV12 GABLE 2 1 Job Reference D tional o.c iu s rev iz zU 10 wu i eK muustnes, inc. mon Niay 79 I i:u i:oz zu iu rage T I D:Sya LC Eml Dt5FCXw970kje8zdKB4-r2wXo40AG_b q F_OkZb IrLE?kClbk4S ViXcinkUzGc2D 12-0-0 Scale = 1:33.6 3x4 7 6 5 2x4 I I 1x4 II 1x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.17 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-S Weight: 52 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 12-0-0. (lb) - Max Horz 1=313(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 5 except 6=-229(LC 8), 7=217(LC 8) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=493(LC 13), 7=390(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD' 1-2=-309/134 WEBS 3-6=-339/258, 2-7=313/233 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=18ft; B=72ft; L=34ft; eave=4ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 jive load nonconcurrent with any other live loads. 5) . This trussI 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except Qt=lb) 6=229, 7=2;17. I Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: IVlay 16,2018 ® 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 MUM) 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 desigp. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTei(" 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 ANSlfTPl1 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 J35566-PLM Consl: Bott Res. T14037021 J35566 MV14 Valley 1 1 Job Reference o tional test toast i russ, rt. rierce, rL sgago O.Z I US reD 1 Z Zu 10 MI I eK InaUSIDes, Inc. Mon may 1,q 11:U 1:0a Zu 10 rage I ID:SyaLCEmIDt5FCXw970kje8zdKB4-JEUv7Q 1 at Hkhs87x7lp4uRXwC9xzpu9rmGSLGwzGc2C 14-0-0 14-0.0 5 3x4 9 6 7 62x4 II 1x4 I I 1x4 11 1x4 11 LOADING (0f) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) n/a n/a 999 TCDL 15.0 Lumber DOL 1.25 BC 0.17 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 6 n/a n/a BCDL 16.0 Code FBC2017/TPI2014 Matrix-S Scale = 1:39.3 PLATES GRIP MT20 244/190 Weight: 66 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, ■OT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 14-0-0. (lb)'- Max Harz 1=369(LC 8) Max Uplift All uplift 100lb or less atjoint(s) 6 except 8=-135(LC 8), 7=211(LC 8), 9=201(LC 8) Max Grav All reactions 250 lb or less atjoint(s) 1, 6, 8 except 7=468(LC 13), 9=375(LC 13) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD! 1-2=-370/156, 2-3=259/106 WEBS 4-7=-312/236, 2-9=-287/214 I NOTES- 1) Wind: ASCE 7-10. Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=18ft; B=72ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 8=135, 7=211, 9=201. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 �WARNING'. Verify design parameters and READ NOTES ON THIS AND INCLUDED Design valid fMITEK REFERENCE PAGE Mll•7473 rev. 10/03/2015 BEFORE USE. or 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 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 11 AiT�I�li° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the f V� 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 Truss Truss Type Qty Ply J35566-PLM Const: Bott Res. T14037022 J35566 PBO1 Piggyback 1 1 Job Reference (optional) oast Coast rlruss, rt. rrerce, rL 04a40 I 44 = 6.00 12 3 d.21u s reD 'iz ZU'Id Mt I eK mausrnes, Inc. ivion Ivlay 14 1'I:U'l:ou ZU'to rage 1 I D: Sya LC EmIDt5FCXw970kj eBzdKB4-jpA2eS 3hKC6Gj bi Wo RNnV49Q H MzoOH21 S Dg?tFzGc29 14-9.4 14-9-4 Scale = 1:25.1 1 x4 I I 44 = 11 4 12 5 3x4 = 10 9 8 3x4 = 1 x4 I 1 x4 11 1 x4 11 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.00 7 n/r 120 TCDL 15.0 Lumber DOL 1.25 BC 0.10 Vert(CT) 0.00 7 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S LUMBER- I BRACING- PLATES GRIP MT20 244/190 Weight: 49 lb FT = O% TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 13-6-14. (lb, - Max Horz 2=-71(LC 6) Max Uplift ) II uplift 100 lb or less at joints) 2 except 6=-114(LC 8), 10=-120(LC 8), 9-176(LC 5), 8=-115(LC 8 Max Grav All reactions 250 lb or less atjoint(s) 2, 6 except 10=310(LC 13), 9=366(LC 18), 8=298(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 4-9=-298/199 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=5.Opsf; BCDL=3.Opsf; h=18ft; B=72ft; L=34ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except at=lb) 6=114, 10=120, 9=176, 8=115. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 ® WARNING. -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev. 1010312015 BEFORE USE. Design valid for use only with Mi rek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTei(' 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 Const: Bott Res. �J35566-PLM T14037023 J35566 PB02 Piggyback 2 1 Job Reference (opt Cdbl uudbt I IUbb' rl. rjuiO , rL J9y90 14-9.4 d.z1u s reD iz zuid mi i eK mousines, Inc. mon may 14 ii:ui:o/ zuits rage i ID:SyaLCEmIDt5FCXw970kjeBzdKB4-COkQro4J5WE7LIHiM8uO2HibKmJ 11kLRhtQYPhzGc28 Scale = 1:25.1 i 6.00 12 6x8 i 3 3x8 I I 4 3x8 II 5 6x8 6 3z4 = 12 11 10 9 3x4 = LOADING (p'sf) SPACING- 2-0.0 CSI. DEFL. in (loc) Udefl / Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.00 7 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.00 7 n/r 120 BCLL 6.0 - Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 7 n/a n/a BCDL 16.0 Code FBC2017lTPI2014 Matrix-S Weight: 45 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 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. WEBS i 2x4 SP No.3 REACTIONS: All bearings 13-6-14. (lb),- Max Horz 2=-31(LC 6) Max Uplift All uplift 100lb or less atjoint(s) 2, 7, 9,12 except l l=-166(LC 4), 10=-166(LC 5) Max Grav All reactions 250 lb or less at joint(s) 2, 7, 9, 12 except 11=357(LC 18), 10=357(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 4-11=-280/188, 5-10=-280/189 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=5.Opsf; BCDL=3.Opsf; h=18ft; B=72ft; L=34ft; eave=4ft; Cat. II; Exp C; 6cl., GCpi=0.18; MWFRS (directional); 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) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 7, 9, 12 except at=tb) 11=166, 10=166. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 ®WARNING Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,7II.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 Is always regdired 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 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 1 Job r Truss Truss Type Ply J35666-PLM Const: Bott Res. 714 T14037024 J35566 ZCJ1 JACK -OPEN 1 Job Reference c tional Last GOast I Russ, t-t. YlerCe, t-L "3494b b.z1u s Feb 1Z Zuld ml I eK InrlustrieS, Inc. mon may 14 11:Ul:ot zuits rage 1 ID:SyaLCEmIDt5FCXw970kje8zdKB4-COkQro4J5WE7LIHiM8uO2HiWtmJylkDRhtQYPhzGc28 -1-10-8 1-0-0 1-10-8 1-0-0 Scale = 1:9.2 , 10 1-0-0 Plate Offsets (X,Y)— 12:0-4-0,0-041 LOADING (P,0 SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 2.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.10 Vert(CT) 0.00 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 6 lb FT = 0% LUMBER- BRACING - TOP CHORD! 2.4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD, 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=28/Mechanical, 2=300/0-8-0, 4=52/Mechanical Max Horz 2=107(LC 8) Max Uplift 3=-28(LC 1), 2=-321(LC 8), 4=-52(LC 1) Max Grav 3=53(LC 8), 2=300(LC 1), 4=88(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=18ft; B=721t; L=34ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 trusslhas 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) 2=321. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 ® WARNING'- verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall ��• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing A A'Tel.' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the tdt 1 1C fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job ' ' Truss Truss Type City Ply J35566-PLM Const: Bott Res. T74037025 J35566 ZCJ1A JACK -OPEN 4 1 Job Reference (optional) 8.4 -lu s YCD lz zU"Its ivii I eK Inciustries, Inc. mon may 14 11:ui:ats zults rage 1 ID:SyaLCEmIDt5FCXw970kje8zdKB4-gClo385xsgM_zvruwrPFbVFhdAdmUBSavX96x8zGc27 -1-10-8 1-0-0 1-10-8 1-M Scale = 1:9.2 3 6.00 12 2 m 0 2x4 = 4 1 PROVIDE ANCHORAGE, DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ. REACTIONS SPECIFIED BELOW. 1-0-0 Plate Offsets'(X.Y)— 12:0-4-4.0-0-41 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 0.46 Vert(LL) -0.00 7 n/r 120 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.00 7 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 6 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. REACTIONS., (lb/size) 3=220/Mechanical, 4=0/Mechanical Max Horz 3=-597(LC 8), 4=704(LC 8) Max Uplift 3=-180(LC 8) Max Grav 3=220(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-616/596 BOT CHORD 2-4=-559/704 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=18ft; B=72ft; L=34ft; eave=4ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 trussihas 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) 3=180. 1 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 ®WARNING;- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev. 1010312015 BEFORE USE. f 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 R A'Te l.' is always required V for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the M 1 li 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 J35566-PLM Const: Bott Res. T14037026 J35566 ZCJ3 JACK -OPEN 10 1 Job Reference D tional -Cdbl uudbl t Iubb, rt. riuiuu, rL J9y40 iI 9 d.L IU s reo 'iz zults ivii i eK InnDslnes, Inc. mon may 14 11:U7:Dd Zu1b rage 1 ID:SyaLCEmlDl5FCXw970kje8zdKB4-gClo385xsgM_zvruwrPFbVFhdAf7UBSavX96x8zGc27 1-10-8 3-0-0 3-0-0 Scale = 1:14.2 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 0.46 Vert(LL) -0.00 4-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 13 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural woad sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=68/Mechanical, 2=305/0-8-0, 4=22/Mechanical Max Horz 2=162(LC 8) Max Uplift 3=-43(LC 8), 2=235(LC 8) Max Grav 3=79(LC 13), 2=305(LC 1), 4=48(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=18ft; B=72ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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) 2=235. Joaquin Velez PE No.88182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: aAol, ®WARNINGi- verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II.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 ivi iTek• is always regdired 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 Truss Truss Type Qty Ply J35566-PLM Const: Bott Res. T14037027 J35566 ZCJ5 JACK -OPEN 10 1 Job Reference o tional East Coast Ts, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 14 11:01:59 2018 Page 1 I D: Sya LC EmIDt5 FCXw970kje8zdKB4-8OsAGT6Zd7 U rb3Q5UZwU7 in sjZwf Deik8 BvfrazGc26 -1-10-8 5-0-0 1.10-8 5-0-0 Scale = 1:19.1 5-0-0 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Ildefl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.03 4-7. >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.06 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 nla n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -AS Weight: 19 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOTCHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 3=1 41 /Mechanical, 2=378/0-8-0, 4=56/Mechanical Max Horz 2=217(LC 8) Max Uplift 3=-105(LC 8), 2=-237(LC 8) Max Grav 3=160(LC 13), 2=378(LC 1), 4=89(LC 3) FORCES. (Ib) -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=5.Opsf; BCDL=3.Opsf; h=18ft; 13=72ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) As reques�ed, 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 gi�der(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=105, 2=�37. 8) This truss Iesign 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 WARNING -Verify design parameters and READ NOTES ON. THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Full, Design valid, for use only with MiTek®connectdrs. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke 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 Ply J35566-PLM Const: Bott Res. �Qty T14037028 J35566 ZEJ2 JACK -OPEN 2 1 Job Reference (optional) W d.ziu s t-eD 1z zuits ml i eK maustnes, Inc. Mon may 14 11:u2:UU 2U15 Page 1 ID:SyaLCEmIDt5FCXw970kje8zdKB4-caPZTp6BORciCD?H 1 GRjgwK16zKMy5yiNreC00zGc25 -1-10-8 2-1-0 1-10-8 2-1-0 Scale: V=1' -0 DRAGE, DESIGNED BY OTHERS, D RESIST MAX. UPLIFT REACTIONS )W. LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.00 4 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.18 Vert(CT) -0.01 4 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 16.0 Code FBC2017/rP[2014 Matrix -MP Weight: 10Ib FT=0% LUMBER- BRACING - TOP CHORD, 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-1-0 oc purlins. BOT CHORD, 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS: (lb/size) 3=313/Mechanical, 4=0/Mechanical Max Horz 3=546(LC 1). 4=615(LC 8) Max Uplift 3=-221(LC 8) Max Grav 3=318(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 2-3=-534/623 BOT CHORDI 2-4=-558/615 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=18ft; B=72ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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=221. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 ® 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 chard members only. Additional temporary and permanent bracing MiTek• is always req�ired 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 Qty Ply J35566-PLM Const: Bott Res. T14037029 J35566 ZEJ2A JACK -OPEN 2 1 Jab Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 14 11:02:00 2018 Page 1 ID:SyaLCEmlDt5FCXw970kje8zdKB4-caPZTp6BORciCD?H1 GRjgvvK16zKNy5ytNreCODzGc25 -1-10-8 2-M 1-10-8 2-M Scale = 1:11.8 RAGE, DESIGNED BY OTHERS, RESIST MAX. UPLIFT REACTIONS N. LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.00 4 n/r 120 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.18 Vert(CT) -0.01 4 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MP Weight: 10 lb FT = O% LUMBER- BRACING - TOP CHORD, 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-8 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS: (lb/size) 3=309/Mechanical, 4=0/Mechanical Max Horz 3=544(LC 1), 4=616(LC 8) Max Uplift 3=-220(LC 8) Max Grav 3=314(LC 13) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD; 2-3=-535/620 BOT CHORDI 2-4=-556/616 NOTES- 1) Wind: ASC€ 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=18ft; B=72ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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) 3=220. Joaquin Velez PE Nc.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 ® WARNING - --y design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek0 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 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 Truss Truss Type Qty Ply J35566-PLM Const.-Bott Res. / T14037030 J35566 ZEJ2B JACK -OPEN 2 1 Job Reference (optional) cast roast I russ, t-t. rtefce, t-L s4`J40 d.Z1U s reD 7 Z Zults MI I ex maustrles, inc. ivion May lq 't't:UZ:u i Zulu rage] ID:SyaLCEmIDt5FCXw970kje8zdKB4-4nzxh97p9lkZgMaTb_yyC7tCsNhahYC1cVOmYSzGc24 1-10-8 2.0-0 Scale = 1:11.7 2-0-0 2-0-0 Plate Offsetsl(X.Y)— 12:0-4-4,0-0-41 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.12 Vert(CT) 0.00 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 16.o Code FBC2017/TPI2014 Matrix -MP Weight: 10 lb FT = 0% LUMBER- I BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=29/Mechanical, 2=283/0-8-0, 4=-1/Mechanical Max Horz 2=135(LC 8) Max Uplift 3=-19(LC 5), 2=-249(LC 8), 4=-1(LC 1) Max Grav 3=36(LC 13), 2=283(LC 1), 4=36(LC 8) FORCES. (6) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASOE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=18ft; B=72ft; L=34ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 as 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 bet#en 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) . 2=249. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: naa" it, ?flip WA -MG. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1I1-7473 rev. 1010312015 BEFORE USE. Design validifor 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 Vat 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 Inforfnation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T14037031 J35566 ZEJ3 JACK -OPEN 4 1 Job Reference(optional) FAst Coast Truss, Ft. Pierce, FL 34946 8.210 s Mar 12 2018 MiTek Industries, Inc. Wed May 16 08:49:20 2018 Page 1 I D:SyaLC EmIDt5FCXw970kje8zd KB4-uugtgKOp9fHXvtR8 GxntzgPpioF_lub?Sc5KFIzG_gj -1-10-8 3-0-0 1-10-8 3-0-0 Scale=1:14.2 LOADING (qsf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.01 4-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.01 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 13 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD, 2.4 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; (Ib/size) 3=44/Mechanical, 2=35610-8-0, 4=4/Mechanical Max Horz 2=162(LC 8) Max Uplift 3=34(1_C 5), 2=273(LC 8), 4=4(LC 1) Max Grav 3=56(LC 13), 2=356(LC 1), 4=40(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.0psf; h=18ft; B=72ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left 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 fas 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 34 lb uplift at joint 3, 273 lb uplift at joint 2 and 4 lb uplift at joint 4. LOAD CASE(S) Standard Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 WARNING -Verily 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 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 J35566-PLM Const: Bott Res. T14037032 J35566 ZEJ3A JACK -OPEN 2 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 �I 0 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 14 11:02:02 2018 Page 1 I D: SyaLCEmi Dt5FCXw97Okje8zdKB4-YzXJ uV8Sw2sQ S W9f9hTBILPNcn03Q? SAg98J4vzGc23 1-10-8 3-M Scale = 1:14.2 I ' 3-0-0 Plate Offsets (X.Y)— 12:0-4-4.0-041 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 0.46 Vert(LL) -0.00 4-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 13 lb FT = 0% LUMBER-1 TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=68/Mechanical, 2=305/0-8-0, 4=22/Mechanical Max Horz 2=162(LC 8) Max Uplift 3=-43(LC 8), 2=-235(LC 8) Max Grav 3=79(LC 13), 2=305(LC 1), 4=48(LC 3) FORCES. '(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=18ft; B=72ft; L=34ft; eave=oft; Cat. II; Exp C;� Encl., GCpi=0.18; MWFRS (directional); 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 chlecked 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 girders) 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 Qt=lb) 2=235. 1 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1114II-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 r Job r Truss Truss Type Qty Ply J35566-PLM Const: Bott Res. T14037033 J35566 ZEJ5 JACK -OPEN 13 1 I Job Reference (optional) east coast I russ, ri. rierce, rL J4V40 S.Z1U s reD 1Z'ZUIU MI I eK Inaustries, Inc. Mon May 14 11:UZ:UJ ZUltf rage I ID:SyaLCEmlDt5FCXw970kje8zdKB4-095h6r94gM_G3gksjP?QIYyWbBGk9SiK3pttdLzGc22 -1-10-8 5-3-5 1-10-8 5-3-5 Scale = 1:19.8 5-3-5 5-3-5 Plate Offsets (X,Y)— 12:0-4-4,0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.03 4-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.07 4-7 >850 180 BCLL : 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -AS Weight: 20 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. REACTIONS. (lb/size) 3=151/Mechanical, 2=389/0-8-0, 4=60/Mechanical Max Horz 2=225(LC 8) Max Uplift 3=-113(LC 8), 2=-239(LC 8) Max Grav 3=171(LC 13), 2=389(LC 1), 4=94(LC 3) FORCES: ;(lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- I 1) Wind: ASIDE 7-10; Vult=16Omph (3-second gust) Vasd=124mp1h; TCDL=5.Opsf; BCDL=3.Opsf; h=18ft; B=72ft; L=34ft; eave=oft; Cat. II; Exp C;IEncl., GCpi=0.18; MWFRS (directional); Lumber DOE=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 I 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 dirder(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) 3=113, 2=239. 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. Joaquin Velez PE No.88182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 I ®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 theapplicability of design parameters and properly incorporate this design into the overall p FEE design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iTek• Is always required for stability, and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ryV. 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 Job ' Truss Truss Type Qty Ply J35566-PLM Const: Bott Res. � T14037034 J35566 ZEJ7 JACK -OPEN 34 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 14 11:02:03 2018 Page 1 ID:SyaLCEmIDl5FCXw970kje8zdKB4-095h6r94gM_G3gksjP?QIYyV9BAN9SiK3pttdLzGc22 -1-10-8 7-0-0 1-10-8 7-0-0 Scale: 12"=1' LOADING (Psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.11 4-7 >769 240 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.23 4-7 >357 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -AS PLATES GRIP MT20 2441190 Weight: 25 lb FT = 0% LUMBER-- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 3=212/Mechanical, 2=461/0-8-0, 4=82/Mechanical Max Harz 2=273(LC 8) Max Uplift 3=-163(LC 8), 2=253(LC 8) Max Grav 3=240(LC 13), 2=461(LC 1). 4=126(LC 3) FORCES. (Ib) -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=5.Opsf; BCDL=3.Opsf; h=18ft; B=72ft; L=34ft; eave=4ft; Cat. II; Exp C; JEncl., GCpi=0.18; MWFRS (directional); 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=163,2=253. 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 sheetroc be applied directly to the bottom chord. Joaquin Velez PE No.e8182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 117II.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 p MYbuilding design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing f �T�i k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the VI fabrication,l 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 J35566-PLM Const: Bott Res. I T14037035 J35566 ZEJ7A Jack -Open 3 1 Job Reference o liana] east toast i russ, ri. rierce, rL avow 0 i 3x3 = o.4 iu s reo -ie cuto wu t en inausmes, Inc. man may w i i:Ocu�r Zu ro rage i ID:SyaLCEmIDt5FCXw97OkjeBzdKB4-VMf3JBAiRg67hgJ2G6WfgmVgmaW uvxTlTdQgnzGc21 6-8-0 6-B-0 6-8-0 3 Scale = 1:22.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/clef] Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.14 3-6 >585 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.21 3-6 >378 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 21 lb FT = 0% LUMBER- i BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD ' Rigid ceiling directly applied. REACTIONS. (lb/size) 1=297/0-4-0, 2=214/Mechanical, 3=83/Mechanical Max Horz 1=184(LC 8) Max Uplift 1=-79(LC 8), 2=174(1_C 8), 3=9(LC 8) Max Grav 1=300(LC 13), 2=241(LC 13), 3=124(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=5.Opsf; BCDL=3.Opsf; h=18ft; B=72ft; L=34ft; eave=4ft; Cat. ll; Exp C;IEncL, GCpi=0.18; MWFRS (directional); 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) 1, 3 except Qt=lb) 2=174. 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. I Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2CH8 ®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 -L-L..:.JJYYItG� 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 p /r iTek• fabricationf 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 Job Truss Truss Type Qty Ply J35566-PLM Const: Bolt Res. � T14037036 J35566 ZEJ7B JACK -OPEN 1 1 Jab Reference o tional test Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 14 11:02:04 2018 Page 1 I D: Sya LC EmIDt5 FCXw970kje8zdKB4-V Mf3J BAi Rg67hq J2G6 WfgmVf9aVnuvBT ITdQ 9nzGc21 1-10-8 5-0-0 1-10-8 5-0-0 4x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.20 6-9 >413 240 TCDL 15.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.34 6-9 >243 180 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.14 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) , 4=68/Mechanical, 2=461/0-8-0, 5=227/Mechanical Max Horz 2=220(LC 8) Max Uplift 4=-45(LC 4), 2=277(LC 8), 5=96(LC 8) Max Grav 4=68(LC 1), 2=463(LC 13), 5=237(LC 13) FORCES. '(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:20.1 PLATES GRIP MT20 244/190 Weight: 28 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. 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=5.Opsf; BCDL=3.Opsf; h=18ft; B=72ft; L=34ft; eave=4ft; Cat. II; Exp C;IEncl., GCpi=0.18; MWFRS (directional); 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, 5 except (jt=lb) 2=277. 1 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: 114w 1R oniq WARNING - Verily des/gn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with M7ek® 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 overalls building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M 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 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 A Truss Truss Type Qty Ply J35566-PLM Const: Bott Res. T14037037 J35566 ZEJ7C JACK -OPEN 1 1 i Job Reference o tional Last uoasi truss, rt. tierce, t-L 34V40 d.z1u s heb 1z zuItr ml I eK maustrles, Inc. Mon may 14 11:Uz:Ub zu19 rage l ID:SyaLCEmIDt5FCXw970kje8zdKB4-zYDSXXAKCzE_J_uEgpl uNzl ty_tl dMTcW7MzhEzGc20 -1-10-8 4-0-0 7-0-0 1-10-8 4-0-0 3-0-0 Scale = 1:18.7 4x4 = Plate Offsets (X,Y)— 12:0-0-4,Edael LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.21 6-9 >403 240 MT20 244/190 TCDL 115.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.36 6-9 >233 180 BCLL 10.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.18 4 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -AS Weight: 27 lb FT = 0% LUMBER- I i BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=103/Mechanical, 2=461/0-8-0, 5=192/Mechanical Max Horz 2=192(LC 8) Max Uplift 4=-69(LC 4), 2=-286(LC 8), 5=-64(LC 8) Max Grav 4=103(LC 1), 2=461(LC 1), 5=195(LC 13) 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=5.Opsf; BCDL=3.Opsf; h=18ft; B=72ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 trusslhas 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, 5 except (jt=lb) 2=286. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.88182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 ® 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 H p11• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing I iTek� is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the V� fabricallon, 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 Type Oty Ply J35566-PLM Const: Bott Res.T14037038 THALFHIPGIRDER J35566 ZEJ7G 1 1 Job Reference o tional test Coast Truss, Ft. Pierce, FL 34946 1-10-8 3-0-0 3-0-0 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 14 11:02:06 2018 Page 1 I D:SyaLCEmlDt5FCXw970kje8zdKB4-RkngktByzHMrw8TROXY7vBa5BOLRMmxmin6XDgzGc2? 08 = 2-0-0 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.02 6-7 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.27 Vert(CT) -0.03 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.16 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS i 2x4 SP No.3 REACTIONS. (Ib/size) 4=139/Mechanical, 2=488/0-8-0, 5=180/Mechanical Max Horz 2=164(LC 32) Max Uplift 4=95(LC 4), 2=340(LC 8), 5=77(LC 5) Max Grav 4=139(LC 1), 2=567(LC 36), 5=257(LC 36) FORCES. I(lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-623/222 BOT CHORD 2-7=-216/527, 6-7=-221/553 WEBS 3-7=-63/312, 3-6=-600/240 2-0-0 Scale = 1:17.3 PLATES GRIP MT20 244/190 Weight: 32 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. 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=5.Opsf; BCDL=3.Opsf; h=18ft; B=72ft; L=34ft; eave=4ft; Cat. II; Exp C Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide 'dequate 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) Refer to girders) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except Qt=lb) 2=340. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 105 lb down and 63 lb up at 3-0-0, and 106 lb down and 55 lb up at 5-1-1 on top chord, and 228 lb down and 100 lb up at 3-0-0, and 38 lb down at 5-1-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the Li AD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 5-8=-20 Concentrated Loads (lb) Vert: 3=-2(F) 7=45(F) 11=-2(F) 12=-2(F) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 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 ANSt1TPII 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 Qty Ply J35566-PLM Const: Bott Res. T14037039 J35566 ZEJ7GA HALF HIP GIRDER 1 1 I Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 14 11:02:07 2018 Page 1 I D:SyaLCEmIDt5FCXw970kje8zd KB4-vxKCxCCakbUiYH2dyE3N S 07Dd oiV5CAv_Rr4m6zGc2_ -1-10.8 2-M 7-0-0 1-10-8 2-0-0 5-0.0 Scale = 1:16.8 4x4 = 4x4 = 3 10 11 4 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 0.57 Vert(LL) -0.03 5-6 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.22 Vert(CT) -0.06 5-6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MP Weight: 33 lb FT = 0% LUMBER-' BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 1 2x4 SP N0.3 BOT CHORD REACTIONS. (lb/size) 5=249/Mechanical, 2=38010-8-0 Max Horz 2=137(LC 8) Max Uplift 5=-162(LC 5), 2=-363(LC 8) Max Grav 5=373(LC 28), 2=604(LC 28) FORCES. l(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-806/274, 3-4=-740/253, 4-5=-313/171 BOT CHORD 2-6=-254/706 WEBS 3-6=-1711295, 4-6=-259/758 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=18ft; B=72ft; L=34ft; eave=oft; Cat. II; Exp C, Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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 jive load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girders) 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 Ut=lb) 5=162,2=363. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 86 lb down and 26 lb up at 3-1-1, and 86 lb down and 26 lb up at 5-1-1 on top chord, and 288 lb down and 226 lb up at 2-0-0, and 42 lb down and 10 lb up at 3-1-1, and 42 lb down and 10 lb up at 5-1-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOr4D CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). I LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 5-7=20 Concentrated Loads (lb) Vert: 6=105(B) 12=7(B) 13=7(B) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 ®WARNING - verity 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 Iruss 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 iequired for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPl1 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 J35566-PLM Const: Bott Res. T14037040 J35566 ZEJ7T JACK -OPEN 6 1 Job Reference o tional East L;oast I russ, Ft. Pierce, FL'3494b t3.21U s FeD 12 'Zmti MI I eK InauslrteS, Inc. Mon,May 14 11:uz:utf 2U1t5 rage 1 ID:SyaLCEmlD15FCXw970kje8zdKB4-N7ua9YDCVucZARcpVyac?cfJeCwdgix3D5beHYzGc1 z -1-10-8 2-8-0 7-0-0 1-10-8 2-8-0 44-0 Scale: 12"=l' 0 d 1 2-8-0 7-0-0 2-8-0 0-6-0 3-10-0 Plate Offsets (X.Y)— f3:0-4-4,0-2-11 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 0.88 Vert(LL) 0.24 6 >354 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.37 6 >223 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.16 5 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 *Except` I 3-5: 2x4 SP No.2 REACTIONS. (lb/size) 4=195/Mechanical, 2=470/0-8-0, 5=106/Mechanical Max Horz 2=273(LC 8) Max Uplift 4=-137(LC 8), 2=-251(LC 8), 5=-24(LC 8) Max Grav 4=218(LC 13), 2=470(LC 1). 5=130(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Weight: 28 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=18ft; B=72ft; L=34ft; eave=4ft; Cat. II; Exp C;IEncl., GCpi=0.18; MWFRS (directional); 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) 5 except (jt=lb) 4=137, 2=251. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 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 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 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 M 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 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 Job Truss Truss Type Qty Ply J35566-PLM Const: Bott Res. T14037041 J35566 ZEJ7TA JACK -OPEN 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 14 11:02:08 2018 Page 1 ID:SyaLCEmlDt5FCXw970kjeBzdKB4-N7ua9YDCVucZARcpVyac?cFl9Cw6gi 13D5beHYzGc1 z -1-10-8 2-8-0 5-0-0 7-0-0 1-10-8 2-8-0 2-4-0 2-0-0 4x4 = 2-2-0 10-0 2-B-0 0-&0 1-1D-11 m_n LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 TCDL 15.0 Lumber DOL 1.25 BC 0.64 BCLL 0.0 Rep Stress Incr YES WB 0.06 BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 *Except` 4-5: 2x4 SP No.3 BOT CHORD 2x4 SP No.2 *Except* 3-6: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 5=68/Mechanical, 2=470/0-8-0, 6=233/Mechanical Max Horz 2=220(LC 8) Max Uplift 5=-45(LC 4), 2=-274(LC 8), 6=94(LC 8) Max Grav 5=68(LC 1), 2=472(LC 13), 6=243(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 4-7=-332/180 DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) 0.27 8 >304 240 MT20 244/190 Vert(CT) -0.45 8 >184 180 Horz(CT) 0.19 6 n/a n/a Scale = 1:20.1 Weight: 29 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- i 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=18ft; B=72ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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) 5, 6 except Ut=lb) 2=274. 10) This trus's 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. Joaquin Velez PE No.68182 MiTek USA,.Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: May 16,2018 ,& 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 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 ANSIfTPII Quality criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job • Truss Truss Type City Ply J35566-PLM Const: Bolt Res. T14037042 J35566 ZHJ2B DIAGONAL HIP GIRDER 1 1 Job Reference D tional Cast Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 14 11:02:09 2018 Page 1 ID:SyaLCEmIDl5FCXw970kje8zdKB4-rJSyMuDrGCIQnbBO3f5rXpCYJbLIZ9BCRIKBp?zGcl y -2-7-13 2-9-3 2-7-13 2-9-3 Scale = 1:11.5 2-9-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.03 6-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.32 Vert(CT) 0.02 6-9 >999 180 BCLL 10.0 Rep Stress Incr NO WE 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 1.0.0 Code FBC2017/TPI2014 Matrix -MP Weight: 14 lb FT = 0% LUMBER-1 BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=-83/Mechanical, 2=311/0-10-15 Max Horz 2=133(LC 24) Max Uplift 6=-198(LC 17), 2=-393(LC 8) Max Grav 6=286(LC 24), 2=382(LC 28) 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=5.Opsf; BCDL=3.Opsf; h=18ft; B=72ft; L=34ft; eave=4ft; Cat. II; Exp C j Encl., GCpi=0.18; MWFRS (directional); 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=198, 2=393. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 124 lb down and 119 lb up at 1-4-15, and 124 lb down and 119 lb up at 1-4-15 on top chord, and 84 lb down and 80 lb up at 1-4-15, and 84 lb down and 80 lb up at 1-4-15 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). I LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=70, 3-4=-30, 5-7=20 Concentrated Loads (lb) Vert:10=104(F=52,B=52)11=92(F=46,B=46) Joaquin Velez PE No,68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 A WARNWG - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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 �equired for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 r Truss Truss Type Qty ply J35566 ZHJ3 DIAGONAL HIP GIRDER 2 1 T14037043 Job Reference (optional) ..�a�. , rr. rmr ....... 8.210 s Mar 12 2018 MiTek Industries, Inc. Wed May 16 08:52:08 2018 Page 1 ID:SyaLCEmIDt5FCXw970kje8zdKB4-zC_OxmRBbGRh3hHR6DoGm6MUxWaE7lBj4lnD9ZzG e5 -2-7-13 4-2-3 — 2-7-13 4-2-3 Scale = 1:13.9 0-5-11 0-5-11 4-2-3 3-8-8 LOADING (pso SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 DEFL. in Vert(LL) 0.04 (loc) I/deft Ud 6-11 >999 240 PLATES GRIP MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.45 Vert(CT) 0.04 6-11 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 19 lb FT = 0% LUMBER- I BRACING. TOP CHORDi 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 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing b . installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS; (lb/size) 6=135/Mechanical, 2=65910-11-5 Max Horz 2=161(LC B) Max Uplift 6=-171(LC 5), 2=-647(LC 8) Max Grav 6=141(LC 3), 2=659(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=5.Opsf; BCDL=3.Opsf; h=18ft; 6=72ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left 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 trussihas 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 171 lb uplift at joint 6 and 647 lb uplift at joint 2. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 121 lb down and 228 lb up at 1-4-15, ands 121 lb down and 228 lb up at 1-4-15 on top 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: 1-3=70, 3-4=-30, 5-7=-20 Concentrated Loads (lb) Vert:12=-242(F=-121, B=-121) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 ®WARNING,- Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010212015 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 Inform,'ation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job v Truss Truss Type Qty Ply J35566-PLM Const: Bott Res. T14037044 J35566 ZHJ3A DIAGONAL HIP GIRDER 1 1 Job Reference o lional test Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 14 11:02:10 2018 Page 1 ID:SyaLCEmID15FCXw970kje8zdKB4-J WOLaEET1 WtHPImCdNd441 kj3?f71cRLgP4kLRzGcl x -2-7-13 4-2-3 2-7-13 4-2-3 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 TCDL 15.0 Lumber DOL 1.25 BC 0.48 BCLL 0.0 Rep Stress Incr NO WB 0.00 BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS I 2x4 SP No.3 REACTIONS. (lb/size) 6=55/Mechanical, 2=297/0-10-15 Max Horz 2=161(LC 24) Max Uplift 6=-72(LC 5), 2=-389(LC 8) Max Grav 6=165(LC 22), 2=429(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:13.9 4-2-3 DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) -0.08 6-9 >600 240 MT20 244/190 Vert(CT) -0.07 6-9 >657 180 Horz(CT) 0.00 2 n/a n/a Weight: 19 lb FT = O% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=18ft; B=72ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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) 6 except Qt=lb) 2=389. 8) Hanger(s)lor other connection device(s) shall be provided sufficient to support concentrated load(s) 127 lb down and 127 lb up at 1-5-0, and 127 lb down and 127 lb up at 1-4-15 on top chord, and 84 lb down and 81 lb up at 1-5-0, and 84 lb down and 81 lb up at 1-4-15 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=-70, 3-4=-30, 5-7=-20 Concentrated Loads (lb) Vert: 1 0=105(F=53, B=53) 1 1=93(F=47, B=47) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 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 repulred for stability and to prevent collapse with passible 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 Truss Truss Type Qty Ply J35566-PLM Const: Bolt Res. T14037045 J35566 ZHJ7 DIAGONAL HIP GIRDER 5 1 Job Reference o tional ' East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 14 11:02:11 2018 Page 1 ID:SyaLCEmIDt5FCXw970kje8zdKB4-niajnaF5op?81 vLOB48JcEHupPz41_oVv3plutzGclw i-2-7-13 5-1-9 _ 9-10-1 , r 2-7-13 5-1-9 1 4-8-8 Scale = 1:25.1 2x4 11 4 5 5-1-9 9-10-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.12 8-11 >970 240 TCDL 15.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.11 8-11 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Cade FBC2017/TP12014 Matrix -MS LUMBER-1 BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 2=508/0-10-15, 7=492/Mechanical Max Horz 2=273(LC 8) Max Uplift 2=473(LC 8), 7=-266(LC 8) Max Grav 2=730(LC 28), 7=568(LC 28) FORCES. I(Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1033/244 BOT CHORD 2-8=-338/827, 7-8=-338/827 WEBS 3-8=0/262, 3-7=-862/346 PLATES GRIP MT20 244/190 Weight: 48 lb FT = 0% Structural wood sheathing directly applied or 4-9-3 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- i 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=18ft; B=72ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 birder(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 at=lb) 2=473, 7i 266, 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 127 lb down and 127 lb up at 1-4-15, 127 lb down and 127 lb up at 1-4-15, 123 lb down and 66 Ito up at 4-2-15, 123 lb down and 66 lb up at 4-2-15, and 180 lb down and 139 lb up at 7-0-14, and 180 lb down and 139 lb up at 7-0-14 on top chord, and 84 lb down and 81 lb up at 1-4-15, 84 lb down and 81 lb up at 1-4-15, 35 lb down and 1 lb up at 4-2-15, 35 lb down and 1 lb up at 4-2-15, and 49 lb down at 7-0-14, and 49 lb down 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 CASES) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-5=-30, 6-9=-20 Concentrated Loads (lb) Vert: 12=105(F=53, B=53) 14=-84(F=-42, B=-42) 15=93(F=47, B=47) 16=2(F=1, B=1) 17=-56(F=-28, B=-28) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 ®WARMING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MriekO 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 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 PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0A6 r For 4 x 2 orientation, locate plates 0- 1hg' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate width measured perpendicular 4 x 4 to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TP11: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. NumberingSystemAL General Notes 6-4-8 1 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS C1-2 C2-3 O WEBS ACS-6 00 ° ��'O U ILO H O C7-8 C6-7 BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved Mi"1819k" MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSUTPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone —is notsufficient— -- — --- 20. Design assumes manufacture in accordance with ANSlrrPI 1 Quality Criteria.