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HomeMy WebLinkAboutTRUSS PAPERWORKLumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® SCA�N�NED FILE COPS' RE: 11683455- St. Encie Coal Ity MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: GEM BLDRS Project Name: JOHNSON Model: . Tampa, Fl- 33610-4115 Lot/Block: Subdivision: . Address: PINE CONE LANE,. City: FORT PIERCE State: FL Name Address and License # of Structural Engineer of Record, If there is one,. for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TPI2014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 95 individual,. Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# I Truss Name I Date INo. I Seal# I Truss Name I Date 1 1 T16788038 1 Al 4/16/19 118 1 T16788055 1 C4 4/16/19 2 T16788040 A2 14/16/19 119 1T167880561CJ1 14/16/19 13 I T16788040 A3 14/16/19 120 I T1 6788057 I CJ3 14/16/19 14 I T16788041 I A4 1/16/19 1 6788058 I CJ5 14/16/19 I 15 I T16788042 I A5 41/192T16788059I CJ11 14/16/19 16 T16788043 I A6 14/16/19 123 1 T1 6788060 I CJ12 14/16/19 17 I T16788044 I A7 14/16/19 124 I T1 6788061 I CJ31 14/16/19 18 I T16788045_1 AB 14/16/19 125 I T1 6788062 I CJ32 14/16/19 19 I T16788046 I B1 14/16/19 126 I T1 6788063 I CJ51 14/16/19 1788047 1 I B2 6 /16/19 1 T16788064 I CJ53 14/16/1910 14/16/196 112 1T16788049 I B4 14/16/19 129 T17806 CJ56 14/16/19 113 I T16788050 I B5 14/16/19 130 I T1 6788067 I D1 14/16/19 114 I T1 67118051 I B6 14/16/19 131 I T16788068 I D2 14/16/19 I 115 T16788052 I C1 14/16/19 132 I T16788069 I D3 14/16/19 16 I T16788053 I C2 14/16/19 133 I T16788070 I D4 14/16/19 117 I T16788054 I C3 14/16/19 134 I T16788071 I EJ3 14/16/19 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Magid, Michael My license renewal date for the state of Florida is February 28, 2021. 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 designcodes), 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 forany particular building. Before use, the building designer should verify applicability of design parameters and property incorporate these designs into the overall building -design -per ANSI/TPI 1, Chapter 2. PEL 1 S No 536 cc z 9 ST TE OF ' 411 ``� Michael S. Magid PE No.53681 MlrekllSA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL33610 Date: April 16,2019 Magid, Michael 1 of 2 RE: 1683455-WINCHIP-BAIRD - Site Information: Customer Info: GEM BLDRS Project Name: JOHNSON Model: . Lot/Block: . Subdivision: . Address: PINE CONE LANE,. City: FORT PIERCE State: FL No. I Seal# I Truss Name I Date I No. I Seal# I Truss Name I Date 35 IT16788072JEJ6 4/16/19 178 1 T16788115 1 N9 4/16/19 136 I T16788073 I EJ7 14/16/19 179 1 T1 6788116 1 N10 14/16/19 37 I T16788074 I EJ71 14/16/19 180 1 T167881171 P1 14/16/19 138 I T16788075 I EJ72 1 4116/19 181 1 T16788118 1 P2 14/16/19 1 39 _1T16788076 I EJ74 14/16/19 182 1 T16788119 1 PB1 14/16/19 140 T16788077 EJ75 14/16/19 183 1 T1 6788120 1 P82 14/16/19 141 I T16788078 I EJ76 14/16/19 184 1 T1 6788121 1 P133 14/16/19 142 1 T1 6788079 1 FG1 14/16/19 185 I T1 6788122 1 PB4 14/16/19 1 43 T167880801 G1 14/16/19 186 1 T1 6788123 1 PB5 14/16/19 1 144 T16788081 G2 14/16/19 187 1 T1 6788124 1 PB6 14/16/19 1 J 45 1 T16788082 1 G3 14/16/19 188 1 T16788125 1 PB7 14/16/19 46 1 T16788083 1 G4 1 4/16119 189 1 T16788126 1 Q1 14/16/19 1 147 1 T1 6788084 I G5 14/16/19 190 1 T1 6788127 1 Q2 14/16/19 1 148 1 T1 6788085 1 G6 14/16/19 191 1 T1 6788128 1 V1 14/16/19 1 149 1 T1 6788086 1 G7 14/16/19 192 1 T1 6788129 1 V2 14/16/19 150 1 T1 6788087 1 G8 14/16/19 193 1 T1 6788130 1 V3 14/16/19 151 1 T1 6788088 1 HJ1 14/16/19 194 1 T16788131 I V4 14/16/19 152 I T1 6788089 1 HJ3 14/16/19 195 1 T1 6788132 1 V5 14/16/19 1 53 _1 T1 6788090 1 HA 14/16/19 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 154 1 T16788091 I FIR 14/16/19 155 1 T1 6788092 1 HJ71 14/16/19 156 1 T16788093 1 HJ72 14/16/19 157 1 T16788094 1 HJ73 14/16/19 158 I T16788095 I K1 14/16/19 159 1 T16788096 1 K2 14/16/19 160 1 T16788097 1 K3 14/16/19 161 1 T16788098 1 K4 14/16/19 1 162 1 T767880991 K5 14/16/19 163 1 T16788100 I K6 14/16/19 164 1 T16788101 1 K7 14/16/19 165 I T1 6788102 1 K8 14/16/191 166 I T1 6788103 1 K9 14/16/19 167 I T16788104 I Lt 14/16/19 168 IT167881051L2 14/16/12 169 I T1 6788106 1 Mt 14/16/19 170 1 T16788107 1 M2 1 4/16/19 171 1 T1 6788108 1 N1 14/16/19 172 1 T1 6788109 1 N2 14/16/19 73 T1678:110 N3 14/16/19 174 1 T16788111 N4 14/16/19 175 1 T1 6788112 1 N5 14/16/19 176 1 T1 6788113 1 N6 14/16/19 177 1 T1 6788114 1 N7 14/16/19 2of2 Job Truss Truss Type Oty Ply T76788038 1683455-WINCHIP-BAIRD Al PIGGYBACK BASE 2 1 Job Reference (optional) d Curlaer5 Mist Source, Plant Glty, FL- 32566, TOP CHORD UNDER PIGGYBACKS TO BE LITERALLY BRACED BY PURLINS AT 2-0-0 O.C. MAXIMUM. TYPICAL FOR ALL APPLICABLE TRUSS DESIGNS 8.240S UeC 82U18 MI I ex MUUSMes, [no. Man IN THIS JOB. 436 = 4x6 = 4x6 = 4x6 = 6x8 = area= 2 3 q S gt 6 T <=\ 5xB 19 18 17 16 23 75 24 14 26 -79 5x6 11 q = 13 11 10 4x6 = 7%ID = 12 6x8 II qx6 = 5x8 = 3x6 11 VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014. LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3'Except' 1-19: 2x6 SP No.2 3`1 6 22 la:zcbu eula rages :BX912r6RVohnzOOK_ i Scale =1:85.1 5z6 0 B I 9 0 3x4 II CSL DEFL. in (loc) Vdefl Ud PLATES GRIP TC 0.44 Ven(LL) -0.08 15-17 >999 360 MT20 244/190 BC 0.44 Vert(CT) -0.13 15-17 >999 240 WB 0.82 Horz(CT) -0.02 19 Na rJa Matdx-SH Wind(LL) 0.05 15 >999 240 Weight: 3961b FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-11-9 cc pudins, BOTCHORD WEBS REACTIONS. (lb/size) 9=380/Mechanical, 11=1821/04-0, 19=1243/0-3-8 Max Horz 11=-70(LC 8) Max Uplift 9=-97(LC 13), 11=-493(LC 8), 19=-293(LC 9) Max Gmv 9=382(LC 24), 11=1822(LC 2), 19=1250(LC 2) FORCES. (lb) - Max. CompJMax. Ten.. -All tomes 250 (lb) or less except when shown. TOP CHORD 1-2= 1228/649, 2-3= 1386/842, 3-5= 1035/666, 6-7=-158/277, 18-19=-1250/669, 1-18= 1180/701, 8-9=303/297 BOT CHORD 15-17=431/1023, 14-15=-594/1386, 13-14=411/1035 WEBS 1-17=-434/1093;2-17=-2761291, 2-15=-225/562, 3-14= 493/256, 5-14=-81/691, 5-13=-1532/640,11-13=-1777/831,6-13= 711/423,6-10=-193/380,7-10=-249/266 except end verticals, and 2-M oc pudins: 2-7. Rigid ceiling directly applied or 10-0-0 cc bracing, Except: 9-6-8 cc bracing: 14-15 6-0-0 cc bracing: 10-11. 1 Row at midpt 2-17, 3-15, 3-14, 6-11, 7-10 2 Rows at 1/3 pis 5-13 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl.. GCpi=0.18; MWFRS (envelope) and C-C Exteriod2) 0-2-12 to 6-2-12, Interior(1) 6-2-12 to 8-6-9, Exteriori 8-6-9 to 17-3-1. Irltertori 17-3-1 to 37-10-7, Exterior(2) 37-10-7 to 46-3-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument 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) Beading at joint(s) 19 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9 except 01=11b) 11=493,.19=293. 9) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. Michael S. Magid PE No.53681 MiTek USA, Ina FL Can 6634 6904 Parke East Blvd. Tampa FL 33810 Date: April 16,2019 ,&WARNING-Verlly Jest9nprametersantl BEAD NOTES ON THISANO INCLUDED MREKBEFEBANCEPAGEM67473rev. IDDIAZOISBEFORE USE Design valid for use only with MRek® connectors. This design Is hosed only upon parameters shown, and Is for on 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 bulldIngdeslgn. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanembrocing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the folatcaeon, storage. delivery, erection and bracing of trusses and truss systems seeANSVrPII Quality Call P3649 and ICS1 Building Component 69N Parke East BNtl. Safety Nformalbnwoilable from Truss Plate Institute. 218 N. Lee Street Suae 312, Alexondrla, VA 22314, Tampa, FL 33610 Truss Truss Type Oty Ply T76788039 Fob 455-WINCHIP-BAIRD A2 PIGGYBACK BASE 3 1 Job Reference (optional) builders First Source, Plam Gay, I-L- 32566, 624U S UeC 5 2u13 MI I eK lnaustnes, IOc. Mon HPr la la:zo:uu zure ruye i ID:b?nHj3WKBGsxrOdJNOA6sg7 P8X-WB9RnAXEOXTIWXcSoWsNfvrm?BXmu91?L5EMCDzQOJz 4-9-3 8-6-9 17:11 4-33 3-9-6 I 8-fi-8 I 8£-12 -1314-0-fi 33--5-01-57 a6-:.L -8D 4 0.2 -1 6F8 = 6.00 12 4x6 = Sx8 � 19 VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). Scale = 1:85.3 46 = 4x6 = 4x6 = 6z8 = JFO II .Fo - 4x6• = 7z10 = 12 3 4x6 = 6xe II 5x8 = 3z4 II 3x6 II LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CS1. TC 0.45 BC 0.44 WB 0.82 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(L-) in (loc) Vdetl Ltd -0.08 15-17 >999 360 -0.13 15-17 >999 240 -0.02 19 rVa ma 0.05 15 >999 240 PLATES GRIP MT20 244/190 Weight: 397 lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-9 oc pudins, BOT CHORD 2x6 SP No.2 except end verticals, and 2-0-0 oc puffins: 2-7. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 1-19: 2x6 SP No.2 9-" oc bracing: 14-15 6-0-0 oc bracing: 10-11. WEBS 1 Row at midpt 2-17, 3-15, 3-14, 6-11, 7-10 2 Rows at 1/3 pts 5-13 REACTIONS. (lb/size) 9=384/Mechanical, 11=1823/0-4-0, 19=1243/0-3-8 Max Horz 11-71(LC 8) Max Uplift 9=-98(LC 13), 11=-493(LC 8), 19=-293(LC 9) Max Gmv 9=386(LC 24), 11=1824(LC 2), 19=1250(LC 2) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-1228/649, 2-3=-1386/842, 3-5=-1035/666, 6-7=-159/278, 18-19=-1250/669, 1-18=-11801701, 8-9=-306/298 BOT CHORD 15-17=-431/1023, 14-15=-594/1386, 13-14=-411/1035 WEBS 1-17=-434/1093,2-17=-276/291,2-15=-226/562,3-14=-493/256, 5-14=-81/691, 5-13=-1532/640,11-13=-1780/833,6-13=-714/424, 6-10=-197/385,7-10= 252/270 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vascli 24mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0:IS; MWFRS (envelope) and C-C Extedor(2) 0-2-12 to 6-2-12, Interior(1) 6-2-12 to 843-9, Etaerior(2) 8-6-9 to 17-3-1, Interior(1) 17-3-1 to 37-10-7, Exterior(2) 37-10-7 to 46-4-12 zone; cantilever left and right exposed,;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord 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 Muss to truss connections. 7) Bearing at joinf(s) 19 considers parallel to grain value using ANSVTP11 angle to grain formula. Building designer should verify capacity of beating surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joinf(s) 9 except (jt=lb) 11=493, 19=293. 9) Graphical puffin representation does not depict the size or the orientation of the pull along the top and/or bottom chord. Michael S. Magid PE No.53681 MiTek USA, Ina FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 16,2019 ® wARNWG-Ven1ydse nparamerersand REAONOTE50NT MANOWCLUOEOMREKREF NCEPAGEM674M... 1GMY[015BEFOREUSIE �I*R- Dedgn valid for use only with MiTek® connectors, this design Is based only upon parameters shown, and Is for on individual building component, not a truss system. Before use, the building designer must verify the applicability, of design parameters and prope ly Incorporate this design Into the overall buiidingdesign.BacingIndicated Istobuckling ofindividual truss web and/or chord members any. Additional temporary and permanent bracing ■.�Y�jR■ MiTek' prevent Is always required for stability and to preveril llopsa with possible personal lNury and property damage. For general guidance regarding the 6904 Parke East Blvd. fobdcoflon, storage. delivery, erection and bracing of fusses and truss systems, seeANSpIPI I Quality Cmodu, DSB419 and SCSI BuItlFB Component Tampa. FL 33610 Safely hlarmallamvolloble from Truss Prate Institute, 218 N. Lee Sheet Suite 312, Alexandra, VA 22314, Jab Truss Truss Type Dry Ply T16788040 1683455-WINCHIP-BAIRD A3 Hip 1 1 Job Ralerence (optional ounaers ruse oource, ream uny, rL- bLbbo, d.z4U s uec to eaaa all ex maustnes, Inc. to io:za:ui zuiu rage I 6 00 Fl2 6.8 = 46 = 3.4 II Axe = 5xB = 2x4 11 6x8 = 23 2 3 24 4 5 6 25 7 8 26 22 21 N zr 19 ST1.5xB STP= 4x6 = 4x6 = Sea = 3x8 II LOADING (pso SPACING- 2-0-0 TOLL 20.0 Plate Grp DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Iner YES BCDL 10.0 1 Code FBC2017/rP12014 LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 4-18: 2x4 SP.No.3 WEBS 2x4 SP No.3 0 18 2x4 II 13 6x8211 11 3.4 II 4.6 = 7x10 = fixB = Scale=1:83.4 10 3x4 II CSI. DEFL. in floc) Vdetl L/d PLATES GRIP TC 0.61 Vert(LL) -0.07 15-16 >999 360 MT20 244/190 BC 0.40 Vert(CT) -0.14 15-16 >999 240 WB 0.96 Horz(CT) 0.01 10 n/a n/a Matrx-SH Wind(LL) 0.06 17 >999 240 Weight: 4151b FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 4-16 10-0-0 oc bracing: 16-18 WEBS 1 Row at midpt 2-21, 3-19, 6-14, 7-12, 8-12 REACTIONS. (lb/size) 22=1242/0-6-8, 10=355/Mechanical, 12=1872/0.4-0 Max Horz 22=-60(LC 8) Max Uplift 22=-287(LC 9). 10=122(LC 13), 12=-475(LC 9) Max Gray, 22=1242(LC 23), 10=358(LC 24), 12=1890(LC 2) FORCES. (Ili - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1028/580, 2-3=-1185`769. 3-4=-1358/833, 4-6=-1364/835, 1-22=-11781696. 9-10=-292/268 BOT CHORD 19-21=-379/856, 4-16=-367/290, 15-16=402/1021,14-15=-402/1021 WEBS 2-21=-418/33112-19=-280/644, 3-19=-561/346, 16-19=-415/979, 3-16=-123/328, 6-16=-277/554, 6-15=0/470, 6-14=-1564/661, 12-14=-14801731, 7-14=-387/317, 8-12=-395/186, 1-21=462/1018 NOTES- 1) Unbalanced roof live loads have belin considered for this design. 2) Wind: ASCE 7-10; Vult=160mph.(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.1B; MWFRS (envelope) and C-C Extedor(2) 0-1-12 to 6-1-12, Interior(1) 6-1-12 to 7-2-8, Extedor(2) 7-2-8 to 15-8-5, Interor(1) 15-8-5 to 39-2-8, Exterior(2) 39-2-8 to 464-12 zone; cantilever left and fight exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1,60 plate gdp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= 10.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 01=11b) 22=287, 10=122. 12=475. Michael S. Magid PE No.536111 MiTek USA, Inc. FL Cett 6834 6904 Parke East Blvd. Tampa FL 33610 Dale: April 16,2019 ,&WARNING-VerdiduI9e,,x..efe.end READNOTES ON MIS AND INCLUDEDU/TEKREFERANOEPAGEU674T4rev. lW 015BEFOREUSE Design valid for use only with M6ek® connectors. Thls design Is based only upon parameters shown. and Is for on Individual building component not � of a truss system, Before use, the building designer must verity Me applicability of design parameters and properly Incorporate this design Into the overall butdIngdeslgn. Bracing lndicAed is to prevent buckling of lncivldual truss web and/or chord members only.Additional temporary and pennanentbrocing MY MITek' a 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 Muss systems. seeANSVIPII Quality Cmede. DSB49 and BCSI Building Component 6904 Parke East Bald. Safety Infomlatbmvollobie from Truss Plate Institute, 210 N. fee Street, Suite 312 Mexantl0a VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T16788041 1683455-WINCHIP-BAIRD A4 Hip 1 1 Job Reference (optional Holders First Source, Plant City, FL- 32566, 8.240 a Dec 62018 MI1 as Inc. man Apr ia 16:z6:Uz zul a rage i 6.00 rl2 5x6 6x8 = 2 6x8 = 7xIO = Sxa = 7x10 = 319 4 5 20 6 6x8 = 7 Scale = 1:82.0 18 17 21 16 15 22 14 23 13 2412 11 25 10 9 3.8 II 5xB = 2x4 II 46 = 5x8 = 2x4 II 4x6 6x8 = 4x6 = 3x4 II LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deg Lid PLATES GRIP TCLL 20.0 Plate Grip DOL '1.25 TC 0.40 Vert(LL) -0.0614-16 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.12 14-16 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.92 Horz(CT) 0.03 11 n/a nia BCDL. 10.0 Code FBC2017/TP12014. Matriz-SH Wind(LL) 0.05 14-16 >999 240 Weight: 3911b FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins; BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at micipt 3-17, 3-14, 5-11, 7-11 REACTIONS. (lb/size) 9=77/Mechanical, 11=2226/0-4-0, 18=1159/Mechanical Max Horz 18=49(LC 9) Max Uplift 9=-79(LC 23), l l=-652(LC 9), 18=-281(LC 9) Max Grav 9=123(LC 11), 11=2303(LC 2), 18=1162(LC 23) FORCES. (Ib) -Max. Comp./Max Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2= 907/498, 2-3= 778/532, 3-4=-1224/660, 4-5=-1224/660, 5-6=-174/567, 6-7= 175/567,1-18>1114/634 BOT CHORD 16-17=-574/1316, 14-16=-574/1316, 13-14=-188/635, 11-13=-188/635 WEBS 3-17=-799/302, 3-16=0/368,4-14=-387/302,5-14=-432/850, 5-13=0/359, 5-11=-1701/756,6-11=-425/367,7-11=-739/398,7-10=-1/283,1-17=-438/979 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) 0-1-12 to 14-2-13, Intenor(1) 14-2-13 to 41-9-0. Exterior(2) 41-9-0 to 46-11-4 zone; cantilever left and right exposed ;C-C for members and farces 8, MW FRS for reactions shown; Lumber DOL=1:60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 lost 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 joints) 9 except Qt=lb) 11=652,18=281. Michael S. Magid PE No.53681 MiTek USA, Inc. Fl.Carl 6634 6994 Parke East Blvd. Tampa FL 33610 Date: April 16,2019 ® WARNING -Verily design parameters and BEAD NOTES ON THIS AND INCLUDED MmEKBEFERANCE PAGE 9674r4 rsv. refuse i5 BEFORE USE Design valid for use only with MI1ek,l) 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 buckling of Individual truss web and/or chord members only. Additional temporary and bracing M!Tek' prevent permanent is always required for stability and to preventcollapse with possible personol injury and property damage. For general guidance regarding the fabrication, storage; delivery, erection and bracing of trusses and muss systems SeeANSVrPII Quality CdfPdp, DS949 and SCSI Baldina Component 69N Parke East Blvd. Safety Intormatbrpvoiloble from Truss Plate Institute, 218 N. Lea Sheet, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty ply T16788042 1683455-WINCHIP-BAIRD A5 Hip 1 1 _ Job Reference (oy8anal__ bollaam Net Source, Plant City, FL-32566, 8.240 s Dec 6 2018 MiTek Industries, Inc. 15 18:28:03 2019 Page 1 6.00 12 6x8 = 2 Sx6 7x10 = 5xB = 4x6 = 2,4 II 7x10 = 3 4 5 6 20 7 Scale=1:82.0 6x8 = 8 \ 19 18 21 17 16 22 15 23 14 13 24 12 25 11 10 3x6 11 4.6 = Sx8 = 4x6 = 2x4 11 5.8 = 4z6 = 46 = 46 = 3x4 11 LOADING (psf) SPACING- 2-0-0 C51. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.05 15-17 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.29 Ver(CT) -0.1015-17 >999 240 BCLL 0.0 Rep Stress Inet YES WB 0.86 Horz(CT) 0.02 10 n/a n/a BCDL 10.0 Code FBC20177FP12014 Matrix-SH Wind(LL) 0.0515-17 >999 240 Weight: 377 lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directlyapplied or 6-0-0 oc puriins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 1 Row at micipt 7-14, 8-12, 4-14 REACTIONS. (Ib/size) 19=952/Mechanical, 14=20631041-0, 10=448/Mechanical Max Hom 19=33(LC 12) Max Uplift 19=-239(LC 9), 14=629(LC 9), 10=-93(LC 8) Max Grav 19=953(LC 23), 14=2063(LC 1), 10=451(LC 24) FORCES. (III) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-599/326, 23=-1032/583, 3-4=-1031/583, 4-6= 206/500, 6-7=-206/500, 1 -1 9=-944/505, 9-10=-446/260 BOT CHORD 17-18=-247/512, 15-17=-2567723, 14-15— 2561723 WEBS 2-18=-4777361, 6-14=-426/330, 7-14=-874/481, 7-12=0/308, 1-18=-375/816, 9-11=-1591361,4-14=-15271710,2-17=-2891678, 4-15=0/388, 3-17=-492/429, 4-17=-279/451 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=5.Opsf; h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) 0-1-12 to 12-4-3, Interior(1) 12-4-3 to 43-9-0, Exterior(2) 43-9-0 to 46-11-4 zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) • This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-8-0 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 1001b uplift at jomt(s) 10 except (jt=lb) 19=239, 14=629. Michael S. Magid PE No.53601 MiTek USA, Inc. FL Carl 6034 6904 Parke East Blvd. Tampa FL 33610 Date: April 16,2019 O WARNING- Verify deslgnpmearr usand READ NOTES ON THISAND PICLUDEOMITEKREFERANCE PAGEUX74T3 rev. 10N1132015BEFOREUSE Design valid for use only wim MTela+connectors. This design is based only upon parameters shown. and is for on Individual building component, not �� a two system. Before use, the building designer must verify Me applicability of design parameters and properly Incorporate this design Into the overall bulldIngdeggn. Bracing Indicated 6 to prevent buckling of Intlbltlual truss web and/or chord members only. Adollonai temporary and permanent bracing a�¢I MiTek' Is always required for stabllity and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication storage, delivery, erection antl bracing of trusses and truss systems. seeAN3VIPll Quality Criteria, DSB-89 and BCSI Building Component Safety Infonnatbrlavollable hem Truss Plate Institute, 218 N. Lee Street, Suite 312 Alexandria VA 22314. 6904 Parke East Bind. Tampa, FL 33610 Job -' Truss Truss Type Dry Ply T16788043 1683455-WINCHIP-BAIFID A6 Half Hip 1 1 Job Reference (opt'pnap o,.,,seis rusk source, rram ury, rL- szaso, 6.00 12 6.8 = bah O 2 Sx8 = 3 22 a.egus Uec bZma MlleKlnmssmes,mc. Mon Apn01mis :ua zu ra rage r ID:b7nHj3WKBGsxrOdJNOA6sgmP8x-s9zKqubNr359dlUQb4SZMzZfl9HxZSnkUNy6tRzQOJu 22.4.8 29.3.0 35-1-3 40-11-5 47-1.0 � 6.148 6.10-8 5-10-3 5-10-3 I 61-71 Scale =1:82.0 7%10 = 5x8 = 4x6 = 2x4 II 4x6 = 46 = 4x6 = 5x6 = 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 5x8 = 2x4 II 4,6 = 5x8 = 7x10 = 5x8 - 740 = 4x6 3x4 II 3x6 11 1-9.0 6-7-8It-ant 6-fa-6 1 a15.1-6n.0 1 2n48a a9.0 35-1-3 40.11-95.a 1 ,n-47-1-0 F.t.0 Plate Offsets (X,Y)-- [4:0-5-0,0-4-81. [14:0-5-0,0-4-8] [15:0-2-12 0-3-8] [16:0-5-0 OA-81 LOADING (psf) SPACING- 2-0-0 C51. DEFL, in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.30 Vert(LL) -0.05 17 >999 360 W20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.24 Vert(CT) -0.0917-19 >999 240 BCLL 0.0 Rep Stress lncr YES WB 0.61 Horz(CT) 0.02 12 n/a rJa - BCDL 10.0 Code FBC2017/FPI2014 Matrix-SH Wind(LL) 0.05 17 >999 240 Weight: 3741b FT=20% LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15. WEBS 1 Row at midpt 3-20, 5-15, 8-15 REACTIONS. (Ib/size) 12=415/Mechanical, 15=211610.4-0, 21=931/Mechanical Max Horz 21=34(LC 12) Max Uplift 12= 122(LC 8), 15=-649(LC 9), 21=-257(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-334/173, 2-3=-301/194, 34=-1082/515, 4-5=-1082/515, 5-7=-34B/718, 7-8=-348/718, 10-11=-261/129,11-12= 363/242,1-21=-926/454 BOT CHORD 19-20=-540/1027, 17-19=-540/1027, 16-17=-223/497, 15-16= 223/497, 13-14- 129/261 WEBS 3-20=-931/442,3-19=0/279,4-17- 362/282,5-17=-372/744, 5-16=0/266, 5-15=-1544/725, 7-15=-367/281, 8-15=946/436, 8-14= 74/391, 10-14=-386/199, 11-13=-168/342, 1-20=-399/832 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; Cat. II; Exp S; Encl., GCpt=0.18; MWFRS (envelope) and C-C Extedor(2) 0.1-12 to 10-2-13, Intedor(1) 10-2-13 to 46-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber D0L=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed fora 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except (jt=lb) 12=122,15=649,21=257.. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 16,2019 Q WARN/NG- Verhydesignparemefersand READ NOTES ON THISANU INCLUDED MfTEKREFERANCEPAGEM67473rev. faW20155EFONEUSE *R' Design valid for use only with MOekOconnectors. This design is based only upon parameters shown, and is for an individual bullding component, not a truss system. Before use, the bulldingg designer must verify the appllcoalily of design parameters and properly Incorporate fill design into me overall bulldingdesign. Bracing Indicated is to prevent buc;dhg of Individual hull web and/or chord members only. Additional temporary antl permanent bracing b always required for stability, and to prevent collapse with possible personal injury and property damage. For general guidance regarding me fabricator. storage, delivery, erection and bracing of trusses and truss systems seeANSI/IPII Cuollly Criteria, DSB4 9 antl BCS1 Balding Componomt Sabry lnformatbrnvoilable ham Truss Plate Institute, 218 N. We Sheet, Suite 311 Alexandrlo, VA 22314. ■.�Y�4p■� MiTek' 69N Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Cty Ply T16788044 1683455-WINCHIP-BAIRD A7 Flat 1 1 Jab Reference (optional) ..,.oars rnsl source. Flom ary, rL- 32bbb, 6.L4u s uec s zuTn mn ex mausmes, Inc, coon Apr b 1.:zo:uo eu ro rage I BGsxrOdJNOA6sgmPex-KLWil Eb71bNDOES3c9nzovA5pyZcAlust)1 hgOtzCOJt Scale = 1:80.4 3x4 II 5.11 = 46 = 2x4 II 5x8 = 4x6 = 2x4 II 4x6 = 4x6 = 46 = Sx6 = 1 21 2 3 4 5 6 7 8 9 10 11 20 19 78 17 16 15 14 13 12 6x8 = 2x4 11 4x6 = 5x8 = 7,00 = 6xe = TxIO = 4x6 = 3x4 II THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 7-6-6 14-9-0 22-0.2 29-3-0 35-1-12 41-0-8 47-1-0 1 7.a.a 7neo 7-oea v-n-�n c-m-lo Plate Offsets (X,Y)— 114:0-5-0 0-4-8] i15:0-4-0 0-3-81 i16:0-5-0 0-4-81 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.06 17 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.12 16-17 >999 240 - BCLL 0.0 ' Rep Stress Incr YES WB 0.69 Horz(CT) 0.03 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Wind(LL) 0.06 17 >999 240 Weight: 3451b F7=20% LUMBER- BRACING - TOP CHORD 2x6SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BOT CHORD WEBS REACTIONS. (lb/size) 20=926/Mechanical, 12=406/Mechanical, 15=2130/0-4-0 Max Uplift 20=-278(LC 8). 12_ 120(LC 8), 15= 647(LC 8) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (I s) or less except when shown. TOP CHORD 2-4=-1344/592,4-5=-1344/592, 5-7=-413/906,7-8=-413/906, 10-11=-307/156, 11-12=-355/240 BOT CHORD 19-2D=-543/1178, 17-19=543/1178, 16-17=-277/646, 15-16=-277/646, 13-14=-156/307 WEBS 2-20=-1348/619, 2-19=0/319, 4-17=-378/293, 5-17=-368/816, 5-16=0/283, 5-15= 1815/808,7-15=-385/292,11-13=-188/371,8-15=-1070/487,8-14=-70/395, 10-14=-443/221 Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 9-11-14 oc bracing: 17-19 6-0-0 oc bracing: 14-15. 1 Row at midpt 2-20, 5-15, 8-15 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15f ; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C£xterior(2) 0-1.12 to 6-1-12, Intenor(1) 6-1-12 to 46-11-4 zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4) ' This truss has been designed for a live load of 20.0pst 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 100111 uplift at joint(s) except at=11a) 20=278,12=120, 15=647. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Carl 6834 6904 Parke East Blvd. Tampa FL 33610 Date: April 16,2019 Q WARNING- Vedly Cesf9npiaremelenand READ NOTES ON TN/SAND INCLUDED MITEKREFERANCE PAGEMIP74M nv. 14'DaV2e16BEFORE USE Design valid for use aNywlth M9eke, connectors. This design h based only upon parameters shown, and Is for an Individual building component, not But a truss system. Before use, dine building designer must verity ire applicability of design parameters and property Incorporate this design Into Ma overall buildingdesign, Bracing Indicated is to prevent buckling of illUussweb and/or chord members only. Addiaonaltem rary and permanent bracing Is always required for sal 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 toss systems seeANSVIPI I Qupllls. CMarlp, DSb4f9 and SCSI building Component SpbN In/ormpbonwoiloble from Truss Fate Institute, 218 N. Lee Street Suite 312, Alexontltla. VA 22314. MiTek' 6904 Parke East Bald. Tampa, FL 33610 Job Truss s Type Oly PlyT16788045 1683455-WINCHIP-BAIRD AB rFltGirder 1 2 _ Job Reference (optional) _ Builders First Source, Plant City, FL- 32566, 8.240 s Dec 6 2018 MiTek Industries, Inc. Mon Apr 15 18:28:11 2019 Page 1 ID:b7nHj3WKBGsxrOdJNOA6sgnP8x-WKb4xf80vrJLDyZyKZzcEpeFalozBl UIPR54zOOJo 5-11-0 11-8-11 17-E3 23-3-10 29-3-0 35-3-0 41-1-2 47-1-0 S-11.4 69-8 66 5.9-8 5-11-6 6-0.0 5-10.2 f 5-11-14 -' Scale = 1:80.4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 5x6 = NAILED 2x4 II NAILED 7x10 NAILED 2x4 II NAILED 7x10 = NAILED 2x4 II NAILED 7x10 = NAILED 46 = NAILED 5x6 = 1 21 22 2 - 23 24 3 25 26 4 27 28 529 30 3t 6 32 33 34 7 35 36 37 8 38 39 40 9 a 20 41 42 19 43 44 18 45 17 16 46 47 15 48 49 50 14 51 13 52 12 53 54 55 1156 57 58 10 3x4 II 5.8 = NAILED 2x4 II 4x6 = NAILED 2x4 II NAILED 5x12 = 4x6 = 46 = NAILED 4.6 = NAILED 3x4 II NAILED NAILED NAILED NAILED 5x8= NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.08 16-18 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.1616-18 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.76 Horz(CT) 0.03 10 n1a n/a BCDL 1OX Code FBC2017/TP1201A Matrix-SH Wind(LL) 0.0916-18 >999 240 Weight: 676 lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied orb-0-0 oc puffins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-14: 2x8 SP 240OF 2.0E 6-M oc bracing: 12-14. REACTIONS. (lb/size) 20=1788/Mechanical, 10=766/Mechanical, 14=4342/0-4-0 Max Uplift 20=-642(LC 4), 10=-274(LC 4), 14=-1574(LC 4) FORCES. (Ito) - Max. ComP]Max. Ten. -All forces 250 (Ito) or less except when shown. TOP CHORD 1-20=-1678/676, 1-2=-2513/905, 2-3=-2513/905, 3-4=-2894/1036, 4-5=-2894/1036, 5-6=-944/2565, 6-7=-944/2565, 8-9=-727/260, 9-10=-652/318 BOT CHORD 18-19=-1237/3429, 16-18=-1237/3429, 15-16=-302/862, 14-15=-302/862, 12-14=-278/104, - 11-12=-2601727 WEBS 6-14=-699/473,5-14=-3944/1434,1-19=-1032/2866,5-15=0/419, 2-19=-642(469, 5-16=-851/2355,3-19=-1061/385,4-16=-602/430, 3-18=0/450, 3-16=-619/232, 9-11=-288/806,7-14— 2642/970, 8-11=-113/281, 7-12=-75/843, 8-12=-1123/417 NOTES- 1) 2-ply truss to be connected togetherwith 10d (0.131'x3') nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc, 2x6 - 2 news staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as IF) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vuit=160ni (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=151t; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and fight exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed fora 10.0 pet bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 20=642, 10=274, 14=1574. 9) 'NAILED' indicates 3-1 Od (0.148'x3') or 3-12d (0.148'x3.25') toe -nails per NDS guidlines. LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-9=-54, 10-20=-20 Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 16,2019 A WARNING - Vdly dealers parannatars and READ NOTES ON MIS AND INCLUDED MG7EK REFERANCE PAGE AW,74" MK 1OW2015 BEFORE USE. valid for use only with Mrelds connectors. This design Is based only upon parameters shown, and Is for an Individual bustling component, not nil' a truss system. Before use, the building designer must verity the appllcabll y, of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of lndlvidual truss web and/or chord members only. Additional temporary, and permanent brocing 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, seeANSVMI I QuaT Criteria. DS549 and IICSi Building Component 69N Parke East Blvd. Safety mfoenatksnovoicble from Truss Mote Inst lute. 218 N. Lee Street. Suite 312 Alexgntlrlo, VA 22314. Tampa, FL 33610 Job Truss Thus Type Dry Ply T76788045 1683455-W,NCHIP-HAIR, A8 Rat Girder 1 2 Job Reference (optional) Builders First Source, Plant City, FL- 32566, 8.240 a Dec 6 2018 MiTsk Industries, Inc. Mon Apr 15 18:28:11 2019 Page 2 ID:b4nHj3WKBGsxrOdJNOA6sgz P8x-IJKb4xf8OvrJLDyZyKZzcEpeFalozBl ctlPR54ZQOJO LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 17=51(B) 19= 51(B)2=-99(B) 3=-99(B)4=-99(B) 18=-51(B) 16=-51(B) 13=-51(B)21=-99(B)22= 99(B)23=-99(B)24=-99(B)25— 99(B)26=-99(B)27=-99(B) 28= 99(B)29=-99(B)30=-99(B) 31=-99(B)32=-99(B)33=-99(B) 34=-99(B) 35=-99(B) 36=-99(B) 37=-99(B) 38=99(B)39— 99(B)40=-99(8) 4 1 =-51 (B) 42=-51 (B) 43=-51 (B) 44=-51 (S) 45=-51 (B) 46=51(B)47=-51(B)48— 51(B)49=-51(B)50=-51(B)51=-51(B) 52=-51(B) 53=-51(B) 54=-51(B) 55=-51(B) 56=-51(B) 57=-51(B) 58=-51(B) TmssTmss Type OIy PlyT16788046 [Job 83455-WINCHIP-BAIRD B1 Common Girder 1 2 Job Reference (optional) Builders First Source, Plant City, FL- 32566, 8.240 s Dec 62018 MiTek Industries. Inc. Mon Apr 1516:28:13 2019 Scale=1:45.6 Oar, = ]d 3x4 = 2.4 II 3a4 = `.- 7x10 = .­ 3x4 = 2.4 11 ST1.5xB STP = HHUS26.2 LUS24 LUS24 LUS24 LOADING (pst) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL -1.25 Lumber DOL 1.25 Rep Stress [nor NO Code FBC2017/TPI2014 CSI. TC 0.62 BC 0.91 WB 0.49 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) Well Ud -0.0811-12 >999 360 -0.1511-12 >999 240 0.05 8 n/a Na 0.0812-13 >999 240 PLATES GRIP MT20 244/190 Weight: 3091b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-10 oc pudins. BOT CHORD 2x6.SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 8=2872/Mechanical, 2=2426/0-8-0 Max Horz 2=123(LC 34) Max Uplift 8=-861(LC 9). 2=-764(LC 8) FORCES. (lb) -Max. Comp_/Max. Ten. -Aft forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4557/1387, 3-4=-4238/1333, 4-5=-3168/1016, 5.6=-3169/1014, 6-7=-4004/1248, 7-8=-4850/1464 BOT CHORD 2-13=-1261/3975, 12-13=-1261/3975, 11-12=-1150/3752, 10-11=-997/3542, 9-10=-1206/4129,8-9= 1206/4129 WEBS 5-11=-804/2582, 6-11= 1106/440, 6-10=-296/963, 7-10=-696/254, 7-9_ 197/833, 4-11=-1406/552,4-12=-416/1282, 3-12=-266/128 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 Do. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 Do. Webs connected as follows: 2x4 - 1 row at 0-9-0 Do. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face In the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=1511; Cat. II; Elf) B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf 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. 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 Ib uplift at joint(s) except (jt=lb) 8=861, 2=764. 9) Use Simpson Strong -Tie HHUS26-2 (14-1 Od Girder, 4-1 Od Truss) or equivalent at 7-1 -B from the left end to connect truss(es) to front face of bottom chord. 10) Use Simpson Strong -Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent spaced at 4-0-0 oc max. starting at Michael S. Magid PE No.53661 MiTek USA, Inc. FL Cad 6634 9-0-12 from the left end to 17-0-12 to connect truss(es) to front face of bottom chord. 6904 Parke East Blvd. Tampa FL 33610 11) Fill all nail holes where hanger is in contact with lumber. Date: 12) 'NAILED' indicates 3-1 Od (0.148'x3') or3-12d (0. 148')3.25') toe -nails per NOS guidlines. April 16,2019 on pace 2 A WARNING - wMydeslgnpammerem Bad READ N07ES ON WISAND INCLUDED MREKREFERANCEPAGEMINM.. ISMY20156EFORE USE Design valid far weonly withMaekOconnectors. This design is posed only upon parameters shown, and is for on lndNlduol building component, not T■� �R- a truss system. Before use, the budding designer must verify the applicability of deslgn parameters and properly Incorporate mis design Into me overall building design. Bracing lncilcated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and Permanent bracing MiTek' 6 always required for stability and to prevent collopse with possible personal Injury and property damage. For general guidance regording the fabrication, storage, delvery, erection and bracing of trusses and truss systems, seeAN6VIP11 Cuallly CrEnia. DS349 and SCSI SukdhD Component LOW Parke East Blvd. Safety mlommtionavollable ham Truss Plate Institute, 218 N. Lee Street, Sulte 312, Alexandria VA 22314, Tampa, FL 33610 Job Truss Truss Type Oty ply T16788046 1683455-WINCHIP-BAIRD 131 Common Girder 1 2 Joh Reference (opt'onal) builders First Source, Plant City, FL- 32566, 8.240 a Dec 6 2018 MiTek Industries, Inc. Mon Apr 1518:28:13 2019 Page 2 I D:b7nHi3 W KBGsxrOdJNOA6sgwP8x-diSMVdhOyX51 a%Sy316Rhfuy5OrLR6gvKcuYgaOOJm NOTES- 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 366 lb down and 118lb up at 18-4-12, and 366 It, down and 118111 up at 20-4-12, and 3661b down and 118111 up at 22-4-12 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 (plf) Vert: 1-5=-54, 5-8=-54, 2-8=-20 Concentrated Loads (lb) Vert: 17=-746(F) 18=-386(F) 19=-395(F) 20=-431 (F) 21=-66(F) 22— 338(F).23=-366(F) 24=-366(F) 25=-366(F) ,&WARNING-Verdydssrgnpenmefensnd READ NOTES ON THISANDINCLUDWAYTEKREFERANCEPAGEMLL7473rev.lM 015SUORE USE *R Design valid for use only with Mine&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 opplicabllity, of design parameters and properly Incorporate ma design Into the overall balding design. &acing indicated is to prevent buckling of Individual huss web and/or chord members only. Additional temporary and permanent bracing ■.�Y{�p■� MiTek' Is always required for stobilliy and to prevent collapse with posVble personal injury and property damage. For general guidance regarding the fabticatlor4 storage, delivery. erection and bracing of trusses and huss systems sseANSWII Dually Creeds. D51149 and BCSI Balding Component 69N Parke East Blvd. Safety Infomlalbnavailable from Truss Plate institute, 218 N. Lee Sheet. Suite 312, Alexandria. VA 22314, Tampa, FL 33610 Job Truss Truss Type Cry Ply T76788047 1683455-WINCHIP-BAIRD B2 Common 7 1 Job Reference (optionall builders First Source, Plant City, FL-32566, 6.240 s Dec 6 2018 MiTek Industries. Inc. Mon Aar 15 18:26:14 2019 5.6 = ',r - Scale = 1:44.7 �O ax4= 3x4= ST1.5x8 STP= S11 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress ]nor YES Code FBC2017fTP12014 CS]. TC 0.78 BC 0.84 WB 0.48 Matrix-SH DEFL. Vert(LL) Vert(CT) Hori(CT) Wind(LL) in (loc) Vdefl Ud -0.65 12-14 >428 360 -0.96 12-14 >289 240 0.04 11 n/a rVa 0.26 14 >999 240 PLATES MT20 MT20HS Weight: 114 lb GRIP 244/190 187/143 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 4-5-0 oc pudins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4SP No.2 *Except* 9-12,3-14,6-15: 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Right 2x6 SP No.21-9-9 REACTIONS. (lb/size) 11=933/Mechanical,2=1063/0-8-0 Max Horz 2=122(LC 12) Max Uplift 11=-148(LC 13), 2=214(LC 12) Max Grav 11=1074(LC 2), 2=1167(LC 2) FORCES. (lb) - Max CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2024/630, 34- 1744/505, 4-5=-1374/518, 5-6=-193/805, 6-7- 166f793, 7-8=-1387/545, 8-9- 1713/544, 9-11=-1849/672 BOT CHORD 2-14=487/1794, 12-14=-260/1436, 11-12=-485/1544 WEBS 5-15=-2354/805; 7-15=-2354/805, 8-12=36/619, 9-12=-277/263, 4-14=-8/699, 3-14=421/266 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15N; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) -1-1 L3 to 44-5, Interior(1) 44-5 to 12-2-0, Exterior(2) 12-2-0 to 18-2-0, Interior(1) 18-2-0 to 23-5-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 5-15, 7-15 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 12-14 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except Gt=lb) 11=148; 2=214. 11) ATTIC SPACE SHOW N IS DESIGNED AS UNINHABITABLE. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 16,2019 QWARNING-V1mJy&rr19. reiaeferaond READ NOTES ON MIS AND WCLUDEDM?EKNEFEHANCEPAGEAV7Mrev. 1GDY1015BEFORE USE Designvalid for weonly with Mgek®connectors. AB design a based only upon parameters shown ondlsforanlndMdual buadingcomlaonamnot a trusssystem. Before use. the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bullding design. Bracing indicated is to prevent bucMing of individual truss web and/or chord members only. Additional temporary and permanent bracing 0 always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricakon, storage, delivery, erection and bracing of trusses Dnd nuss system£ seeANSV1711 QUalNByy Cmedo, DSB-89 and SCSI Bul ding Component Safety Informalbnawailable from Truss Rote Institute, 218 N. Lee Street, Suite 312, Alexontlrlo, VA 22314. MiTek- 69N Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type OtY Ply T16788048 1683455-WINCHIP-BAIRD B3 Common 3 1 LbReforenco (optional) cundam First bource, Plant Uty, FL- 32566, 8.240 s Dec 6 2018 MiTek Industries, Inc. Mon Apr 1518:26:15 2019 a.4 = 5x6 = Scale = 1:45S 3.6 = 3x4 = 3x8 MT20HS = 3x6 = 3x4 = STI.5x8 STP= LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017ITP12014 CSI. TC 0.79 BC 0.85 WB 0.51 Matrix-SH DEFL. Ven(LL) Ved(CT) Horz(CT) Wind(LL) in (too) Well Ud -0.6612-14 >428 360 -0.9812-14 >290 240 0.05 10 r1a n/a 0.25 14 >999 240 PLATES MT20 MT20HS Weight: 1191b GRIP 244/190 187/143 FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directlyapplied or4-5-2 oc puffins. BOT CHORD 2x4 SP M 31 BOT CHORD -Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 *Except* 9-12,3-14,6-15: 2x4 SP No.3 OTHERS 2x4 SP No.2'Except' 17.18,20-21: 2x4 SP N0.3 REACTIONS. (lb/size) 2=1081/0-8-0, 10=1081/0-8-0 Max Horz 2=115(LC 11) Max Uplift 2=-215(LC 12), 10=-215(LC 13) Max Grav 2=1189(LC 2), 10=1189(LC 2) FORCES. (to) - Max. Comp./Max. Ten. -All tomes 250 (lb) or less except when shown. TOP CHORD 2-3=-2074/596, 34=-1802/497, 4-5=-1430/513, 5-6=-162/833, 6-7=-162/833, 7-8=-1430/513,8-9=-1802/497, 9-10=-2074/595 BOT CHORD 2-14=-387/1852, 12-14=-193/1507, 10-12=433/1790 WEBS 5-15=-24481723, 7-15= 24487723, 8-12=-51705, 9-12=411/280, 4-14=-5f705, 3-14=411/280 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opst h=15h; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2)-1-11-3 to 44-5, Interior(1) 4-4-5 to 12-2-0, Exterior(2) 12-2-0 to 18-2-0, Interior(1) 18-2-0 to 26-3-3 zone; cantilever left and right exposed ;C-C for members and tomes & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise Indicated. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 pad bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 5-15, 7-15 8) Bottom chord live load (40.0 psQ and additional bottom chord dead load (5.0 psf) applied only to room. 12-14 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 In uplift at joint(s) except jt=1b) 2=215. 10=215. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Michael S. Magid PE No.53681 MiTek USA, Ina FL Cart 6634 6904 Parke East Blvd. Tampa FL 33010 Date: April 16,2019 AWARNING -yedfyCes)g0pam,n0a...dREADNOTES ONTNISMDINOLUDWMREKREFERANCEPAGEMLL7473.e.1t aro15BEFOREUSE Design vaild for use any with WOO connectors. This design Is based only upon porometers shown, and Is for on Individual building component, not a buss system, Before use, the building designer must verify me appllcablllN of design parameters and properly Incorporate this demon Into me overall building demon. Bracing Indicated is to prevent buckling of Individual truss web and/or chord membersonly. Additional temporary antl permanent bracing Is always required for stability and to prevent collapse with possible personal Io1ury antl property damage. For general guldonce regarding the fabrication, storage, de r,ery, erection and bracing of trusses and truss systems. seeANSUl911 Quallplyy Creedal. OSB419 and 1101 BuldIng Component Safety Infommtbrnvolloble from Truss Plate Institute, 218 N. Lee Sheet. Suite 312 Alexantlrlo, VA 22314. MiTek' 69" Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Cry Ply T16788049 1683455-WINCHIP-BAIRD B4 Hip 1 i Job Reference (optional) ,udders First Source, Plant City, FL-32566. 8.240 s Dec 62018 MiTek Industries, Inc. Mon Apr 1518:28:16 2019 Page 1 ID:b?nHj3W KBGsxrOdJNOA6sgmPex-2G7UBejHFSUbR_gxkt9BJHW ODbuTeVmL0a7CmIzOOJj 5-143 -20O 43-6 6-0-4 32-3 -10 11-00 134-0 14-6-0 16&12 20-0-10 24+1-0 26d-0 20-0 43E 3-8-14 1-f46 T-0 1-2-0 2-0-0 1-20 -]4 1-1-15 3944 4-0-6 2-0-0 Scale=1:46.2 4x6 = 3x4 = 4x6 = 3x4 = 3x11 MT20HS= 3x6 = 3x4 ST1.5x3 STP= LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.55 13-15 >519 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Ven(CT) -0.77 13-15 >369 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WE 0.34 Horz(CT) 0.05 11 n/a n(a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Wmd(LL) 0.20 13 >999 240 Weight: 1231b FT=20% LUMBER - TOP CHORD 2x4 SP No.1 *Except* 6-7: 2x4 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 -Except' 4-15,5-8,9-13:2z4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1081/0-8-0, 11=1081/0-8-0 Max Horz 2=-105(LC 10) Max Uplift 2= 208(LC 12), 11=-208(LC 13) Max Gmv 2=1189(LC 2), 11=1189(LC 2) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-8 FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-9---20551715, 3-4=-1845/552, 4-5=-1500/567, 5-6=0/441, 6-7=0/516, 7-8=0/441, 8-9=-1500/567,9-10=-1845/552, 10-Ilo-2055/715 BOTCHORD 2-15=-521/1794,13-15=231/1565,11-13=-540/1765 WEBS 3-15=-336/351, 4-15=-13/643, 5-22=-2019/593, 22-23=-2011/584, 8-23=-2019/593, 9-13=-13/643, 10-13=-336/351 NOTES- 1) Unbalanced mot live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psh h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2)-1-11-3 to 4-1-7, Interior(1) 4-1-7 to 11-0-0, Exterior(2) 11-0-0 to 21-9-13, Interior(1) 21-9-13 to 26-3-3 zone; cantilever left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise Indicated. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Ceiling dead load (5.0 psf) on member(s). 4-5, 8-9, 5-22, 22-23, 8-23 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 prat) applied only to room. 13-15 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jt=lb) 2=208, 11=208. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33010 Data: April 16,2019 QWARNING- Verlydeslgn panmefemand READ NOTES ON THISANO/NCLUDED MITENREFERANCEPAGE114674Arev. IN0.YfO1SBEFOREUSE �■�- Dedgn valid for use only wim M9ek® connectors. This design Is based only upon parameters shown, and Is for an IndMdual building component, not o tmss system. Before use, the building designer must verify the applicability Of desgn parameters and properly incorporate this design Into the overall bullding de9gn. Bracing Indicated Is to prevent buckling of Indialducl hum web and/or chard members only. Additional temporary and permanent bracing MiTek' Is always required for sootily and to prevent collapse wim possible ponand lyury and property damage. For general guldonce regarding the fabrlcafloru storage, delN6ry, erection and bracing of busses and truss systems seeANSVWIl QUalSyCMeda, DS549 and SCSI auldbp Component en Safely Infoahorxmaltable from Tam Plate Institute, 218 N. Lee Sheet. Suite 312. Alexandria, VA 22314. 69W Pa*e East Blvd. Tampa, FL 33610 Job Truss Truss Type Dry Ply T76788050 1683455-WINCHIP-BAIRD B5 Hip 1 1 Job Reference foof'Onall Builders First Source, Plant City, FL- 32566, 8.240 s Dec 6 2018 MiTek Industries, Inc. 15 18:28:17 2019 Scale=1:46.2 4,6 = 5.8 - 3x6 = 3x8 = .- - 3x4 - 3x6 = Plate Offsets (X Y)- 15:0-6-0 0.2.81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.16 7-9 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.32 7-9 >879 240 BCLL 0.0 ' Rep Stress Incr YES WE 0.13 Horz(CT) 0.05 7 n/a n/a BCDL 10.0 Code FBC2017/7PI2014. Matdx-SH Wind(LL) 0.06 9-11 >999 240 Weight: 1271b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=998/0-8-0, 7=998/0-841 Max Horz 2=-89(LC 10) .Max Uplift 2=-243(LC 12), 7=-243(LC 13) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-6-1 oc puffins. BOT CHORD Rigid ceiling directly applied or 7-3-15 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ile) or less except when shown. TOP CHORD 2-3=-1468/860, 3-4- 12407704, 4-5=-1070/694, 5-6=-1240/704, 6-7=-1468/860 BOT CHORD 2-11=-617/1243, 9-11= 367/1070, 7-9=-631/1243 WEBS 3-11=-210/300,4-11=-38/337, 5-9=-69/337, 6-9=-210/300 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCp1=0.1$ MW FRS (envelope) and C-C Extedor(2)-1-11-3 to 4-0-13, Interior(i) 4-0-13 to gi Extedor(2) 9-0-0 to 24-0-0, Interior(1) 24-0-0 to 26-3-3 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip.DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live lead nonconcument with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=243, 7=243. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 16,2019 Q WARNING-Vedydedgnperemetenand READ NOTES ON MIS AND INCLUDED MmEKREFERANCE PAGE MIL74M.V.. ihDY20fa BEFORE USE �■R Oo519nvalW for use oNywlth MTelaconnecton. This design is based only upon parameters shown, and is form individual building component, no a hum systemeaten use, the building designer must verify me applicability of deslgn parameters and properly Incorporate this design Into the overall building design. Seeing Indicated is to prevent buckling of individual truss web and/or chord members my. Additional temporary and permanent blocmg Is always required for stability and to prevent collapse with possible personal Injury and propeM ddlaam.age. For generol guidance regarding the Safety lnformatbravalloble from Tmss Rote institction and ute.28of N Lee Sheet, s and truss Suite 312. Aoxa�o1. VVA 22314 mrrdo, DSSdg and SCSI Building Component =•�Y■B■ MiTek• 69N Parke East Tgal FL 33610Nd. Job Truss Truss Type Oty Ply T76788051 1683455-WINCHIP-BAIRD 86 Hip Girder 1 1 jJob RaMranrn fnnt'nnall ommers First bounce, hiam xdty, FL- 325b6, 8.240 s Dec 6 2018 MiTek Industries, Inc. Mon Apr 15 18:28:18 2019 Scale=1:46.2 Sx8 = NAILED NAILED NAILED NAILED NAILED 5x8 = 3.6 = .-.-. _ ..,..-_., 5x8 = 3x6 _ NAILED NAILED LOADING (psQ TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Gdp DOL. 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TP12014 CSI. TC 1.00 BC 0.86 WB 0.33 Matrix-SH DEFL. in Vert(LL) -0.14 VeR(CT) -0.28 Horz(CT) 0.10 Wind(LL) 0.17 (lox) Utlefl L/d 9 >999 360 8-9 >999 240 6 n/a n/a 9 >999 240 PLATES GRIP MT20 2441190 Weight: 120 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied. 3-5: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-15 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1781/0-8-0, 6=1781/0-8.0 Max Horz 2=-73(LC 25) Max Uplift 2=-636(LC 8). 6=-636(LC 9) FORCES. (Ib) - Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3110/1091, 3-4=-3357/1239, 4-5=-3357/1239, 5.6=-3110/1091 BOTCHORD 2-10=-911/2668, 9-10=-911/2687, 8-9= 870/2687, 6-8=-871/2669 WEBS 3-10=0/611, 3-9=-378/874, 4-9=-671/508, 5-9=-378/874, 5-8=0/611 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=1511; Cat. 11; Exp B; Encl., GCpj=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 pet 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 joints) except (jt=lb) 2=636, 6=636. 8) *NAILED' indicates 3-1 Did (0.148'x3") or3-12d (0. 146'x3.25') toe -nails per NOS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 188 lb down and 231 Ib up at 7-0-0, and 188 lb down and 231 lb up at 17-4-0 on top chord, and 289 lb down and 77111 up at 7-0-0, and 2891b down and 77 lb up at 17-3-4 on bottom chard. The desjgn/selection of such connection devices) is the responsibility of others. 10) In the LOAD CABE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=54, 3-5= 54, 5-7=-54, 2-6=-20 Michael S. Magid PE No.53681 MiTek USA, Inc. FL Ced 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 16,2019 ,&WARNING-wxRYdeadanpa...hm4and READNOTES ON WISAND INCLUDED MDEKREFERANCEPAGEM11-7473rex,, lW11a40159EFORE USE u*�' Design valid for use only win MTek®contractors. This design I; based only upon parameters shown. and Is for an lndMduol building component, not p■•`++�iap a truss system. Before use, the building designer must verify the applicobllity of design parameters and properly incorporate this design Into Me overall buildingdeslgn. Bracing Indicated LS to prevent buckling of indNidual must web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability antl to prevent collapse with possiblepersonal Injury and propertydamage. For general guidance regard ng the fabrication storage, delivery, erection and bracing of trusses and Ins; systems. seeANSUIPII Quality Ci tedo, DS049 and BCSI Building Component Safety Infoena6onavollobie from Truss Plate Inriftfe, 218 N. tee Sheol, Suite 69M Parke East BNd. Tampa, FL 312 Alexandria, VA 22314, 33610 Truss Type OIy Ply r16.34,,-W,NC,,,P.,A,,RD T76788051 LT Hip Girder 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 8.240 s Dec 62018 MiTek Industries, Inc. Man Apr 15 18:28:18 2019 Page 2 ID:b?nHj3WKBGsxrOdJNOA6sgnP8z-_fFFVKIXn3kJg1 v iBcOibjrPZRGPNeUucJrAzOOJh LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 3=-141(B) 5=-141(B) 10=-269(B) 9=-51(B) 4=-99(B) 8=-269(B) 17=-99(B) 18=-99(B) 19=-99(B) 20=-99(B) 21=-51(B) 22=51(B) 23=-51(B) 24=-51(B) Q WARNWO-Vedly Cesignp mmefem end BEAD NOTES ON MSANOWOLUOEDMGEKBEFEBANCEPAGEMb74nme 14N12015BEFOBE USE. ' Design valid for use only with Mi connectors. This design Is owed any upon parameters shown, and Is for an individual building component, not a i system. Before use, the building designer must verily the applicability of design parameters and properly Incorporate MB design Into the overall building design. Bracing Indicated Is to prevent bui of individual truss web and/or chord members any. Additional temporary and permanent blooing Is always required for Mobility and to prevent collapse with possible personal injury and properly damage. For general guidance regarding Me fabrication storage, delivery, erection and bracing of trusses and truss systems seeANSVFPII Quo" yCd ria. DS349 and SCSI Building Component Safety Mfoenalbowailoble from Truss Plate institute, 218 N. Lee Street Suite 312 Alexantlrb. VA 22314. MiTek' 6904 Parke East Blvd. Tempe, FL 33610 Job Truss Two Type Oty Ply T16788052 1683455-WINCHIP-BAIRD C1 Flat 1 1 Job Reference (optional) auoueo nrsr source, riam terry, rL- axabb, 8.240 s Dec 62018 MiTek Indmines, Inc. Mon Apr 1S 182B:1U Z01e Fagot ID:b7nHj3WKBGsxrOdJNDA6sgmP8x-Srpdmgl9YNsAISZ6O0ir SuooygrpeoiYLsNdzODJg 84-7 1541-14 23-7-5 31-6-8 I 8-0 7 7-7-7 7-7-7 7-11-3 6x12 MT20HS = 12 t1 ST1.5x8 STP: Scale = 1:56.9 2x4 II 5x8 = 2x4 11 3x8 = 1 13 2 3 4 14 5 10 15 9 16 8 17 7 18 6 3x4 II 5x8 = 2x4 II Sx8 = 3.6 II LOADING (pst) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grp DOL 1.25 Lumber 1.25 Rep Stress Incr VES Code FBC2017/TPI2014 CSI. - TC 0.99 BC 0.65 WB 0.52 Matrix-SH DEFL. in Vert(LL) -0.10 Vert(CT) -0.19 Horz(CT) 0.18 Wind(LL) 0.08 (too) Udefl Ld 8-9 >999 360 8-9 >999 240 6 n/a r1/a a-9 >999 240 PLATES MT20 MT20HS Weight: 2131le GRIP 244/190 187/143 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4.6-1 oc pudins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 7-0-7 oc bracing. 5-6: 2x6 SP No.2 WEBS 1 Row at Fri 5-7, i-9, 3-7, 3-9 OTHERS 2x8 SP 240OF 2.0E REACTIONS. (IWsize) 6=1148/Mechanical, 12=1113/0-6-8 Max Uplift 6=-347(LC 8), 12=-336(LC 8) Max Grant 6=1187(LC 2), 12=1150(LC 2) FORCES. Ill - Max Comp./Max. Ten. -Aft forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1108/507, 2-3=-1108/507, 3-4=-1076/491, 4-5=-1076/491, 5-6=-1077/582 BOTCHORD 8-9=-627/1457, 7-8=-627/1457 WEBS 5-7=-623/1376, 1-9=-591/1315,4-7=-445/375,2-9=-447/375, 3-7= 504/200, 3-9=-460/181, 3-8=0/357, 1-12=-1164/543 NOTES- 1) Wind: ASCE 7-10;,Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-9-0 to 6-9-0, Interior(1) 6-9-0 to 31-3-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcurent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joints) 12 considers parallel to grain value using ANSI/rPl 1 angle to grain formula. Building designer should verity capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joints) except (jt=lb) 6=347,12=336. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Ced 6634 6904 Parke East Blvd. Tampa FL 33810 Date:_ April 16,2019 0 WARNID'G-Ver/rydesignpsrmlierers.d READNOTES ON TRISANDWCLUDEDMN KREFERANCEPAGEM674Mm® ffiV=r15BEFORE USE. Design valid for use only with MireksS, connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not ��• a buss system. Before use, Me building designer must verity the applicability of design parameters and properly Incorporate Mk design Into the overall bustling design, Smell Indicated Is to prevent buckling of individual buss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse wim possll le personal Mjury and property damage. For general Buldance regarding Me fabrication storage, delivery, erection and brocing of rouses and truss systems, seeARSVIPI I Qua' ly Criteria, DSB419 and SCSI Bidding Component 69M Parke East Blvd. Safety Informat onwolloble from ➢ o Plate Instill 218 N. Lee Sheet, Suite 312 Alexandria. VA 22314. Tampa, FL 33610' Job Truss Truss Type Oty Ply T16768053 1683455-WINCHIP-BAIRD C2 Rppf Special 1 1 Job Reference (optional) a.z4U s Uec v zu la m1 I ex mausmes, .mc. mon Apr 1 b la:zn:[u Lu1 u Scale=1:57.0 8x14 MT20HS = 3x4 = 3x6 = 2x4 11 5x8 = 2x4 11 1 18 2 3 4 5 19 6 17 16 3x4 = 6x8 = e 2 10 11 2x4 II 5x8 = Sx12 132x4 11 2z4 It 9 2x4 II 8 3x4 = 7 6x8 = LOADING (psp TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.15 Rep Stress Incr YES Code FBC2017/rP12014 CS'. TIC0.96 BC 0.93 WB 0.76 Matrix-SH DEFL. Vert(LL) Ven(CT) Hom(CT) Wind(LL) in (too) Vdefl Ud -0.19 10-11 >999 360 -0.43 10-11 >873 240 -0.10 17 n1a n/a 0.1710-11 >999 240 PLATES MT20 MT20HS Weight: 2021b GRIP 244/190 187/143 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 4-9:2x4 SP No.3 WEBS 1 Row at midpt 1-11, 5-7 WEBS 2x4 SP No.3 *Except* 1-13: 2x4 SP No.2 OTHERS 2x8 SP 240OF 2.0E REACTIONS. (lb/size) 7=1153/Mechanical, 17=1115/0-5-8 Max Uplift 7=-348(LC e), 17=-337(LC 8) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2D47/929, 2-4=-2342/1052, 4-5=-2303/1034 BOT CHORD 10-1 1=-929/2047,4-1D=-391/301, 7-8=-532/1164 WEBS 1-11= 894/2005,2-11=-636/472,2-10=-167/324,8-10=-516/1153, 5-10=606/1325, 5-7=-1477/671, 1-17=-1150/557 NOTES- 1) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15N; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) 0-9-0 to 6-9-0, Interior(1) 6-9-0 to 31-0-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water panting. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joinf(s) 17 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except 01=11a) 7=348, 17=337. Michael S. Magid PE No.53681 M7ek USA, Inc. FL Cart 8634 6904 Parke East Blvd. Tampa FL 13610 Dale: April 16,2019 O WARNING- VerKydesignparanletereend NEADNOTES ON TMSANDINCLUDEOMr KREFERANCEPAGEMA74TJrex. 10,1XY10156EFORE USE Design valid for use only with MBekS connectors. This design Is based only upon parameters shown, and B for an Ind lduol building component, not a muss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this desgn Into the overall building design. Bracing Indicated is to prevent bucWhg of lndMduOI Muss web and/or chord members only. Additional temporary and permanent bracing MITek' 6 always required far stability and to prevent collapse with possible personal injury and property damage. For general guldance regarding the labrlcaflon, storage. da rvery, erection and bracing of Musses ontl Muss systems seeANSUIP11 QuaBBlfyy Criteria. DS549 and SCSI Building Component 69M Parke East BNa. Safety Informafbnovalloble from Truss Plate Institute, 218 N. lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610 J0 cuss puss ype y y T18]B8054 1883455-WINCHIP-BAIRD q Roof Bpecial 1 1 lob Reference (optional) Scale = 1:54.5 3x4 If 3x5 = 3x4 = 3x6 = 2x4 11 5x8 = 2x4 11 1 2 3 4 5 6 17 7 5x5 = 7x1O = 16 3 2x4 11 11 12 5x8 = 15 14 10 9 2x4 II 2x4 11 3.6 = 3x8 = 8-10-2 17.1.0 23-9-4 30-&0 I a.1n-� 8 6x8 = Plate Offsets (X,Y)-- [11:0-4-0 Edgel [12:0-4-0 0-3-0],115:0-2-12 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.22 11-12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.50 11-12 >726 240 BCLL 0.0 Rep Stress Mor YES W B 0.72 Horz(CT) -0.20 15 We n/a BCOL 10.0 Code FBC20177rP12014 Matrix-SH Wind(LL) 0.2211-12 >999 240 Weight: 1881la FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* 5-10:2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 *Except* WEBS 1-15: 2x8 SP 240OF 2.0E REACTIONS. (lb/size) 8=1121/Mechanical, 15=1121/Mechanical Max Uplift 8— 339(LC 8), 15=-339(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 15-16=-1056/560, 2-3=-2392/1028, 3-4=-2958/1316, 4-5=-2958/1316, 5-6=-2917/1307 BOT CHORD 13-16=-876/1834, 12-13— 876/1834, 11-12=-1270/2776, 5-11=-309/244, 8-9=-630/1376 WEBS 2-16=-1968/968, 2-12=-237/796,3-12=-549/366, 9-11=-616/1352, 6-11= 763fl685, 6-8=-1625/741 Structural wood sheathing directly applied or 3-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 2-2-0 oc bracing. 1 Row at Oil 2.16, 6-8 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=S.Opsf; h=15ft; Cat. 11; Elite B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) 1-1-2 to 6-9-10, Interior(1) 6-9-10 to 31-4-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water parading. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcu from with any other live loads. 4) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other. members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 339 lb uplift at joint 8 and 339 lb uplift at joint 15. LOAD CASE(S) Standard Michael S. Magid PE No.53631 MiTek USA, Ina FL Cert 8034 6904 Parke East Blvd. Tampa FL 33610 Date: April 16,2019 Q WARNING- Ver/tydea/Snparanieremend READ NOTES ON WISANDINCLUDEDMREKREFERANCEPAGEMR74mJ , 10TTv20l5BEPORE USE �■� Design valid for use onlywlth MRekolconnectors. This design Is based only upon parameters shown, and Is for on Individual building component, not Nil' a truss system. Before usth e, e building designer must verily me appllcablllty of design parameters and properly Incorporate this design Into the overall bulltling 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 slablllN and to prevent collapse write possible personal injury and property damage, For general guidance regarding the fobrlcation, storage, delivery, erection and bracing of trusses and toss systems WeANSVIPll Cualay Cal D3549 and BCSt Building Campnnmf 6904 Parke East Blvd. Safely Nlermatbrpvolloble from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply T16788055 1683455-WINCHIP-BAIRD C4 Roof Special Girder 1 2 Jab Reference o lional ouvaers t ma bourca, Plana U ny, FL - 32be5, 8.240 S U2a 5'L01 B MI I ex mausines, Inc. Mon Apr 1b 162e:23 ZU19 rage 1 ID:b?nHj3W KBGs,uOdJNOA6sgmP8x-Ld28c2pgbbMcn3stfmnSmlcOOFvnVUNdAJ3WOzOOJc 4-7-13 8-10.2 13.1-7 17-1-0 23.9-0 30-9-0 4-7-13 i 42-5 4-2-5 ~ 4-0-9 6-8-4 6-11-12 3.4 II 4xl2 = 3x8 = 3x6 = 4x12 = 1 20 21 2 22 3 23 424 525 266 27 28 29 7 30 31 32 B ��� -- M12 . %XVIVR= all 18 146 3x8 = 3x6 = Scale=1:54.7 11 40 41 42 10 43 44 45 9 3x6 = 5.6 = lm LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-" Plate Grip DOL 1.25 Lumber DOL 1,25 Rep Stress Incr NO Code FBC2017/rP12014 CSI. TC 0.82 SC 0.90 WB 0.98 Matrix-SH DEFL. Vert(l) Vert(CT) Horz CT) Wind(LL) In (fee) /deft Ud -0.4312-13 >839 360 -0.8312-13 >439 240 .0.34 18 n/a n/a 0.5312-13 >686 240 PLATES MT20 MT20HS Weight: 3641to GRIP 244/190 187/143 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-7 oc puffins, BOT CHORD 2x4 SP N1.2 -Except- except end verticals. 14-16,12-14: 2x4. SP No.1, 6-11: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 -Except' 7-4-12 oc bracing: 13-14,12-13. 1-18: 2x8 SP 240OF 2.OE, 7-12: 2x4 SP N0.2 REACTIONS. (lb/size) 9=2191/Mechanical, 18=2355/lytechanical Max Uplift 9=-813(LC 4), 18=-899(LC 4) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 16-18=-2326/914,1-16=-267/182,2-3=-7399/2884,3.4=-7399/2884,4.6=-8961/3439, 6-7=-8763/3392, 8-9=-259/180 BOT CHORD 15-16- 1777/4548, 14-15=-1777/4548, 13-14=-3437/8907, 12-13=-3437/8907, 6-12=-506/368, 10-11=.99/342,9-10=-1328/3550 WEBS 2-16=-4804/1888, 2-15-0/321,2-14=-1214/3127,3-14=-385/240, 4-14=-1654/607, 4-13=-15/360,10-12- 1268f3310,7-12=-2148/5426,7-10=-491/484, 7.9=-3927/1469 NOTES- 1) 2-plytruss to be connected together with 10d (0.131'x3') nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 cc, 2x4 - 1 row at 0-9-0 00. Bottom chords connected as follows: 2x4 -1 row at 0-9-0 Do. Webs connected as follows: 2x4 - 1 row at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15h; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water pending. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 9=813. 18=899. Michael S. Magid PE No.53661 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 16,2019 ®WARNING -Ver/tydeslgmpemmelemond READ NOTES ON 7NISANO INCLUDED MREKREFERANCEPAGEMIF74 mV. HAK02015 SEFOREUSE Design volld for use only with Meek® connectors. This design k based only upon parameters shown, and is for an lndlyidual building component, not a Inns system. Before use, the building designer must verify the appllcoblin of design parameters and property Inmlmomfe, INS tleslgn Into the overall buldingdesign. Bracing Indicated Is to prevent bucklingofIndividual thesweb and/or chord members oNy. Additional temporary and permanent brocing Is always required for stobalty and to prevent collapse with pomble personal injury and property damage. For general guidance regaidhg Me fabrication, storage. delivery, erection and bracing of trusses and Iusa systems, seeANsVrpft pualM calorie.DSE-09 and BCSI Building Component InformaBomvolloble from Theo Plate Imlitute, 218 N. Lee Sheet, Suite 312, Alexandra, VA 22 14, �1111y -•-�- MiTek' 69M Paa East Blvd.Sabp Tampa, FL 33610 Job Truss Truss Type Cry Ply T16788055 1683455-WINCHIP-BAIRD C4 Roof Special Girder 1 2 Jab Reference (optional) Builders First Source, Plant City, FL- 32566, 6.240 s Dec 62018 MiTek Industries, Inc. Mon Apr 1518:28:24 2019 Page 2 ID:b?nHj3WKBGsx OdJNOA6sgz PBx-ppcWpNplMvUTODR3CZI0dzmApbBWydXsg3d2gzOOJb NOTES- 11) Hangers) or other connection device(s) shall be provided sufficient to support concentrated load(s) 113lb down and 1121b up at 1-5-12, 791b down and 741b up at 3-5-12, 79 lb down and 74 lb up at 5-5-12, 79 Its down and 74 lb up at 7-5-12, 79 Ile down and 74 Ib up at 9-5-12, 79 Ile down and 74 lb up at 11-5-12, 79 Ile down and 74 Ib up at 13-5-12, 791b down and 74 Ib up at 15-5-12, 991b down and 106 Ib up at 17-5-12, 99 Ib down and 1061b up at 19-5-12, 99 Ib down and 1061b up at 21-5-12. 99 Ib down and 106 lb up at 23-5-12, 99 lb down and 106 Ib up at 25-5-12, and 99 Ib down and 106 lb up at 27-5-12, and 99 Ile down and 106 Ito up at 29-5-12 on top chord, and 89 He down at 1-5-12, 73 He down and 35 He up at 3-5-12, 73 Ib down and 35 lb up at 5-5-12, 73 lb down and 35 Ile up at 7-5-12, 73 lb down and 35 lb up at 9-5-12, 73 Ib down and 351b up at 11-5-12, 731b down and 35lb up at 13-5-12, 731b down and 35lb up at 15-5-12. 80 It, down at 17-5-12, 80 lb down at 19-5-12, 80 Ib down at 21-5-12. 80 lb down at 23-5-12, 80 lb down at 25-5-12, and 80 He down at 27-5-12, and 80 Ile down at 29-5-12 on bottom chord. The designtselection of such connection devices) is the responsibility of others. LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (fell) Vert: 1-8=-54, 12-16=-20, 9-11=-20, 17-18=-20 Concentrated Loads (Ib) Vert: 2=-79(F) 15=-73(F) 14= 73(F) 3=-79(F) 20=-113(F) 21=-79(F) 22=-79(F) 23=-79(F) 24=-79(F) 25=-79(F) 26=-99(F) 27=-99(F) 28— 99(F) 29— 99(F) 30=-99(F) 31=-99(F) 32=-99(F) 33=i 34=-73(F) 35=-73(F) 36=-73(F) 37=-73(F) 38=-73(F) 39i(F) 40i(F) 41=-51(F) 42=-51(F) 43=-51(F) 44=-51(F) 45=-51(F) OWARN/NG-Vedlydesl9njxuxnxfers.dREADNOTESONTN/SANDINCLUDED MmEKREFERANCEPAGEUB)4lamy.fNa3Qaf5BEFOREUSE. Design valid for use only with MgeW connectors, This design k based only upon parameters shown, and Is for on IndNWool building component, not a buss system. Before use, the building designer must verify he applicability of design parameters and property Incorporate his design Into the overall building design. Bracing Indicated is to prevent buckiing of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collopse with possible personal Injury and property damage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of trusses and truss systems seeANSI/rf p Quietly CM�do, DSB49 and BC51 Building Component 6904 Parke East BNd. Safely Nformatbrravolloble from huss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty, Ply T76780056 1683455-WINCHIP-BAIRD CJ1 Comer Jack 16 1 Job Reference (optional) Builders Fust Source, Plant City, FL - 32566, 8.240 s Dec 6 2018 MiTek Industries. Inc. Mon Act 15 18:28:24 2019 2.4 II 1 -o-0 -ON Scale = 1:9.3 Plate Offsets (X,Y)-- f2:0-6-0 0-0-61 LOADING (pso SPACING. 2-0-0 CSI. DEFL. in (roc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.00 2 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 Na Na BCDL 10.0 Code FBC2017/rP12014 Matrix-P Wind(LL) 0.00 2 "" 240 Weight: 101b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 3=-93/Mechanical, 2=260/0-8-0, 4=9/Mechanical Max Harz 2=52(LC 12) Max Uplift 3=-93(LC 1), 2=-119(LC 12) Max Gmv 3=64(LC 8).2=260(LC 1), 4=18(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All fames 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 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=4.2psf; BCDL=5.Opsf; h=15h; Cat. II; Exp B; Encl., GCpl=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcument with any other live loads. 3) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=119. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 16,2019 Q WARNING- Verlfydesignperemeteraend READ NOTES ON WSANDINCLUDWMrt£KREF£RANCEPAGEM 7479rev. 10 20156EFOREUSE �■� Design valid for use only with MireldPconneatars. fits design 0 based only upon porometers Mown. and is for an Individual building component. not rat a huss system. Before use, the building designer must verity the opplicabllity of design parameters and properly Incorporate this tleslgo Into the overall builtling tlesign.Bracing Indicated is to preventbucking 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 antl property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and nuss systems WeANSIM11 Quality Criteria, DS"9 and SCSI Bidding Component 69M Parke East Blvd. Sab1y Inlormatbrpvarable from Truss Plate Instil 218 N. Lee Street. Suite 312. Ale.antlrlo. VA 22314. Tampa, FL 33610 Job Truss Truss Type Orly Ply T16788057 1683455-WINCHIP-BAIRD CJ3 Comer Jack 10 1 Job Reference (optional) bounce, Pram City, FL- 32566, 8.240 s Dec 6 2018 MiTek Industries, Inc. Mon Apr 15 18:28:26 2019 Page 1 ID:b7nHj3WKBGsxrOdJNOA6sgmP8x-ICkGE3rYuWkBeW bSK_KUjOwCOdUV_5ZgJ8Yk71z00JZ Scale=1:14.3 2x4 11 3.0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.48 Ven(LL) -0.00 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Hoa(C-0 0.00 3 ni n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Wind(LL) 0.00 2 "" 240 Weight: 16 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 3=17/Mechanical, 2=272/0-8-0, 4=26IMechanical Max Hom 2=91(LC 12) Max Uplift 3=-31(LC 12), 2=-95(LC 12) Max Gray 3=23(LC 19), 2=272(LC 1), 4=52(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (I s) or less except when shown. BRACING - TOP CHORD Structural woad sheathing directly applied or 3-0-0 oc puffins. 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=4.2psp BCDL=5.Opst h=15tt; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and fight exposed ;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcunent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 3, 2. Michael S. Magid PE No.53601 MiTek USA, Inc. FL Cad 6634 69B4 Parke East Blvd. Tampa FL 33810 Dale: April 16,2019 A WARNING- Verify design paramelarsend READ NOTES ON MISAND INCLUOFD MnEKREFERANCEPAGEsxfI rev. 1010132015BEFOREUSE �■� Design valid for use only with MBeeS connectors. This design Is based only upon parameters shown, and Is for an Individual bulltling component, not a truss system. Before use, the bulltling designer must vedfy the appllccblllN of design parameters and properly incorporate this tlesign Into the overall building design. Bracing Indicated b to prevent bucYJing 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 Me fabrication, storage, delivery, erecflon and bracing of trusses and truss systems, seeANSVrPl1 Qua' CrSAdo, OSSA9 and SCSI Building Component Safely kdoenptbnovaaable from Truss Rate Institute, 218 N. We Sheet, Suite 312, Alexandria. VA 22314, F+.��p Welk' 69N Parke East Blvd. Tampa, FL 33610 Job ' Truss Thus Type Oty Ply T76788058 1683455-WINCHIP-BAIRD CJ5 Comer Jack 10 1 Jab Reference (optional) wuumo. na, owl W, nGu,luy. rL- ucaoo. b.24U 8 Uec b 2U16 MI IeK maUSmeS, Inc. Man Apr I 1B211:2b 2U19 Vage 1 B Seale - 1:19.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Van LL) -0.03 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0:26 Vert(GT) -0.05 2-4 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 Na Na BCDL 10.0 Code FBC2017/TP12014 Maid Wind(LL) 0.00 2 •--' 240 Weight: 23 lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP'No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 3=94/Mechanical, 2=323/0-8-0, 4=46/Mechanical Max Hoe 2=132(LC 12) Max Uplift 3=-86(LC 12), 2=-94(LC 12) Max Grav 3=94(LC 1), 2=323(LC 1), 4=92(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=4.2ps1; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2)-1-11-3 to 4-0-13, Interior(1) 4-0-13 to 4-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. Michael S. Magid PE No.53661 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 3361D Date: April 16,2019 Q WARNMG-Ver/ry dmfgn paremefen antl HEAD NOTES ON MIS MD WCLUDED NMEKREFERANCEFABE NIP74M rev. 1d 015 BEFORE USE �■�- Deslgu valid for use onlywlth MDek® connectors. This design Is based only upon parameterssnown. and Is for on IndNidual bolding component, not a truss system. Before use, the building designer must verify the appllccblBty, of design parameters and properly Incorporate thb design Into the overall af=`1•,■L7 bulldhgdesign. Bracing Indicated b to prevent buckling of lndlvlduol truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always reaulred for stabil8y and to prevent collopso with possible personal injury and property damage. For general guidance regarding the fabrication, sforoge. delivery. erection antl bracing of hoses and hum systems. SeeµSVT?II Quality CriteM. DS549 and SCSI au9d11D Component 690tC Parke East BNE. Sabty Weanalblxrvo0abie ham Truss Poole Institute. 218 N. Lee Street Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type CRY Ply T76788059 1683455-WINCHIP-BAIRD �cjli Comer Jack 2 1 Jab Reference (optional) Builders First Source, Plant City, FL- 32566, 8.240 s Dec 6 2018 MiTek Industries, Inc. Mon Apr 15 18:28:25 2019 Page 1 ID:b?nHj3W KBGsxrOdJNOA6sq=P8x-H?AuOjgw7DcKONOGmGpFAB03DD9J FeJg5UoAbGzOOJa 1 - -0- 0 -00 � I 2x4 II Scale =1:9.3 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.00 2 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 rVa n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Wind(LL) 0.00 2 "" 240 Weight: 101b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pudins. BOT CHORD 2x4 SP N0.2 BOT CHORD Rigid ceiling directly applied or 2-0-0 no bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 3=-93/Mechanical, 2=260/0-8-0, 4=9/Mechanical -Max Hoe 2=53(LC 12) - Max Uplift 3=-93(LC 1), 2=-108(LC 12) Max Grav 3=56(LC 8), 2=260(LC 1), 4=18(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10;,VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=5.Opsf; h=15f : Cat. 11; Exio B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSVrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3 except (jt=lb) 2=108. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cart 6034 Gil Parke East Blvd. Tampa FL 33610 Date: April 16,2019 Job Truss Truss Type Qty Ply T16788060 1683455-WINCHIP-BAIRD CJ12 Comer Jack 4 1 Job Reference (optional) tlmlaers First Source, Plant City, FL - 32566, 8.240a Dec 62018 MiTek Industries. Inc. Mon Apr 1518:28:252019 1.0.0 � 1-0;0 � Scale = 1:9.3 SPECIAL CONNECTION IS REQUIRED TO PROVIDE ANCHORAGE, DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX. UPLIFT AND MAX. HORZ. REACTIONS SPECIFIED BELOW. Plate Offsets (X,Y)-- rl:0-2-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (too) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Ven(LL) 0.00 5 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Ved(CT) -0.00 5 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 Merril Weight: 12 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 3=217/Mechanical, 4=-39/Mechanical Max Hoa 3=452(LC 1), 4=-452(LC 1) Max Uplift 3=-127(LC 12), 4— 43(LC 19) Max Grav 3=217(LC 1), 4=42(LC 12) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown.. TOP CHORD 2-3=-836/498 BOT CHORD 2-5=-452/880, 4-5=-452/880 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 2-0-0 oc bracing. JOINTS 1 Bruce at Jt(s):6 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exo B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 4 except Qt=lb), 3=127. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: April 16,2019 O WARNPIG-Vedtydeaign parameters end READ NOTEB ON TH/SANDWCLUDEDMREKREFERANCERAGEM674mJ v. faUtIti15BEFOREUSE �S�- Design volidfor weonly with MireMcorrectors. This design Is based only upon parameters shthown. and is for an Individual building component, not a truss system. Before use, e building designer must verify the applicability of design parameters antl 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 properly damage. For general guidance regarding the fabrication, storage, delivery, erection antl bracing of trusses and truss systems, seeANSVrPII Cuaw Criteria, DS549 and 1C31 Building Component Safety Informallonavollabie from Truss Plate Institute, 218 N. Lee Street Suite 312 Alexandria, VA 22314. Mal' MiTek' e904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Cry Ply T16788061 1683455-WINCHIP-BAIRD CJ31 Comer Jack 2 1 Jab Reference (optional) Builders First Source, Plant City, FL- 32566, 0 0 2x4 II 8.240 s Dec 6 2018 MiTek Industries, Inc. Mon Apr 15 18:28:26 2019 Page 1 ID:b7nHj3WKBGsxrOdJNOA6sgmP8x-ICkGE3rYuWkBeWbSK KUjOwBndUU_SZgJ8Yk7jz00JZ Scale = 1:14.3 Plate Offsets (XY)-- [2:0-4-12 Edgel LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Ved(LL) -0.00 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 2-4 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Wind(LL) 0.00 2 '•" 240 Weight: 17lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (I alsize) 3=17/Mechanical, 2=272/0-8-0, 4=26/Mechanical Max Horz 2=92(LC 12) Max Uplift 3=-35(LC 12). 2=-91(LC 12) Max Grey 3=23(LC 19), 2=272(LC 1), 4=52(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structure] wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=5.Opsf; h=15ft; Cat. II; Exic B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cork 6034 6904 Parke East Blvd. Tampa FL 33810 Date: April 16,2019 Q WARNING- Vedlydes/Snparametersand READNOTES ON TNLBANDMCLUDEDMREKNEFENANCEPAGEMX74Mmv. 10=2015BEFONE USE Design valid for use only with MiTek®connectors. This tleslgn n based only upon parameters shown, and h for an lndMdual building component, not O■ a Inns system. Before use, me building designer must verity the applicability of design parameters and properly Incorporate this tleslgn Into the overall �1/Y�• bullding design. Bracing Indicated 6 to prevent buckling of lntlMdual truss web and/or Chord members only. Additional temporary and permanent bracing MiTek' Is always required for stabillly and to prevent collapse with possible porsond Injury and property damage. For general guidance regarding Me fabrication. storage, delivery, erection and bracing of trusses and truss systems. seeANSIM11 Quc'19Ty CRada, OSS49 and BOB[ Building Component 69N Parke East Blvd.Safety Waenatbnavolloble from Truss Nate Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oly Ply T16788062 1683455-WINCHIP-BAIRD GJ32 Comer Jack 4 1 Job Reference (optional) w,i�eie rimr wm�n, mm� ury,r-44aoo, d 1 MMU a Uec a ZUI a MI I ex mousmes, Inc. M0n Apr TD 18:2d:2/ 2u is regal ID:b7nHj3W KBGs&OdJNOA6sgnP8x-DOIfRPsAfgst FgAeuhdFcTNm1 pF)YdzYoHHf9zOOJY -2.0.0 1-4-0 3-0-0 2-PO 1-4-0 1-B-0 LOADING (pat) SPACING- 2-0-0 CSI. TOLL 20.0 Plate Grip DOL 1.25 TC 0.48 TCDL 7.0 Lumber DOL 1.25 BC 0.17 BCLL 0.0 ' Rep Stress Incr YES WB 0.01 BCDL 10.0 Code FBC2017/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2'Except' 3-7: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 4=48/Mechanical, 2=281/0-8-0, 6=1/Mechanical Max Horz 2=91(LC 12) Max Uplift 4= 32(LC 12), 2=-91(LC 12) Max Grav 4=48(LC 1), 2=281(LC 1), 6=47(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All tomes 250 (Ib) or less except when shown 8 7 65 2x4 II 2x4 \\ DEFL. in (too) Vdefl L/d Vert(LL) 0.00 8 >999 360 Vert(CT) -0.00 8 >999 240 Horz(CT) 0.01 6 rVa n/a Wind(LL) -0.01 8 >999 240 BRACING - Scale = 1:20.7 PLATES GRIP MT20 244/190 Weight: 241b Fr=20% TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puffins. BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 10-0-0 oc bracing: 7-9 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and fight exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf an the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 4, 2. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 0904 Parke East Blvd. Tampa FL 33610 Date: April 16,2019 Q WARNNG-Ved/y Eeslgnp..a ferse00REAONOTES ON IN/S AND INCLUOEOMREKREFERANCEPAGEM/N4TJree 141112015BEFORE USE Design valid for use only with MiTekO connectors. TNs design Is based 00y upon parameters shown. and Is for an Individual budding component, not o truss system. Before use, the building designer must ved the oppllcobli8y of design parameters and property Incorporate this design Into the overall butdIngdeslgn. Bracing Indicated is to plevent buckling of individual trwssweb and/or chord members only. Additional temporary and permanent bracing M1Tek' Is always required for stability and to prevent collapse with poZble personal injury and property damage. For general guidance regarding the fabrication. storage, deilvery, erection and bracing of faases and buss systems, seeANSU1Pil Dually Cdteda, D3049 and SCSI Bracing Component Safety Informationavaiabie from Truss Plote Institute. 218 N. Lee street. Suite 312. Alexandria, VA 22314 69" Parke East Blvd. Tampa, FL 33810 Job Truss Ply T16788063 1683455-WINCHIP-BAIRD CJ51 �TrussType 7chy Comer Jack 2 1 Job Reference (optional) euuaers rust source, Plant ury, FL- 32b88, 8.240 s Dec 6 2018 MITek Industnes, Inc. Mon Apr 15 18:28:28 2019 Page 1 0 2.4 II LOADING (psl) SPACING- 2-M CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 TCDL 7.0 Lumber DOL 1.25 BC 0.26 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/rP12014 Matrix -le LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 3=94/Mechanical, 2=323/0-B-0, 4=46/Mechanical Max Hom 2=133(LC 12) Max Uplift 3=-B9(LC 12), 2=-91(LC 12) Max Grew 3=94(LC 1). 2=323(LC 1).4=92(LC 3) FORCES. (Ile) - Max. CompJMax. Ten. -Ali forces 250 (lb) or less except when shown DEFL in (loc) Vdefl L/d Vert(LL) -0.03 2-4 >999 360 Vert(CT) -0.06 2-4 >972 240 HOrz(CT) -0.00 3 n/a n/a Wind(L-) 0.00 2 "" 240 BRACING- Scale=1:19.3 PLATES GRIP MT20 2441190 Weight: 23 lb FT=20% TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puffins. 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=4.2psf; BCDL=5.Opst h=15ft; Cat. II; Exp B; Encl., GCpl=0.18: MWFRS (envelope) and C-C Exterior(2)-1-11-3 to 4-0-13, Interior(1) 4-0-13 to 4-114 zone; cantilever left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joints) 2 considers parallel to grain value using ANSVrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to beaffng plate capable of withstanding 100 lb uplift at joinf(s) 3, 2. Michael S. Magid PE No.63681 MlTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33810 Bale: April 16,2019 Q WARNING-VedlydeelSnpalemetersend READ NOTES ON M6ANOPICLUOEOMgEKNEFENANCEPAGEMtr7MmJ 10031O0150EFOREUSE Design valid for use only with MBea 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 me applicability of design parameters and properly Incorporole this design Into the overall bulldIngdesign. Bracing Indicated is to prevent buckling of lndWuol trussweb and/or chord members only. Additlonal temporary and permanent bracing Is always required for stability and to prevent collopse with possible personal injury and property damage. For general guidance regarding the fabrication. storage, delivery. erection and brooing of trusses and Buss systems seeANSUTPtt Quammyy CrBeda. DSB-aP and BQSI Building Component Safety Infom isticrlavalloble from Truss Plains Institute, 218 N. We Street. Suite 312. Alexandria. VA 22314, ��- MiTek' 69N Parke East Blvd. Tampa, FL 33610 Jab Truss Truss Type Oty Ply T1678BO64 16B3455-WINCHIP-SAIRD CJ53 Comer Jack 2 1 Job Reference (Optional) euilaers mrsl bource, Plant Gity, FL - 32565. 8.240 a Dec 6 2018 MiTek Industries, Inc. Mon Apr 1518:28:28 2V19 Page 1 ID:b?nHj3W KBGsxrOdJNOA6sgnPBx-9nPPs5tRBR61%_Kl?6uBK1YFgQgBSjGO6mOk2zOOJW -2-0-0 1.4-0 5.0.0 2.0-0 1-a-0 &&0 1 b 2 6 5 8 7 2x4 11 &4 = LOADING (psf) SPACING- 2-0-0 CS'. DEFL. in (too) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vod(LL) -0.01 6-7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.02 6-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(CT) 0.02 6 n/a We BCDL 10.0 Code FBC2017ITPI2014 Matrix-P Wind(L-) -0.01 8 >999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-7: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 4=87/Mechanical, 2=333/0-8-0, 6=58/Mechanical Max Hom 2=132(LC 12) Max Uplift 4=-65(LC 12), 2=-89(LC 12) Max Gram 4=87(LC 1), 2=333(LC 1), 6=97(LC 3) FORCES. (lb) - Max CompJMax. Ten. -All forces 250 (Ib) or less except when shown. BOT CHORD 2-9=-137/268 Scale=1:25.5 PLATES GRIP MT20 244/190 Weight: 32 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 10-0-0 oc bracing: 7-9 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2)-1-11-3 to 4-0-13, Intedor(1) 4-0-13 to 4-11-4 zone; cantilever left and right exposed ;C-C for members and tomes 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Ced 6634 6904 Parke East Blvd. Tampa FL 33810 Dale: April 16,2019 0WARNING-VerlrydeslgnpardmetersendRaDNOTE50N THI5ANDINCLUDEDM?EKNEFEBANCEPAGEMIF74nJ I la'D.LTDny 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 frum system. Before use, fine building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall bulldIngdeslgn, Bracing Indicated is to prevent bucking of Individual trussweb 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 fobricatlon, storage, delivery, erection and bracing of trusses and truss systems seeANSVipil Quality CrBeM, DSB49 and 501 Building Component 69M Parke East Blvd. Safety Informal on avalloble from Truss Rate Imtlfute, 218 N. We Street Suite 312 Alexandria VA 2231A. Tampa, FL 33610 Job ` Truss Truss Type Cy Ply T16788065 1683455-WINCHIP-BAIRD CJ55 Comer Jack 1 1 Job Reference (optional) _­.­ ..., .... �­1'. . I-..+ , a.zwu s uec o zu i is mi i ea inausmes, ric. ra ro:ca:uu cu ie 3x4 II 4 6.00 FIT 12 2x4 II 3x4 = 2x4 II 3 N 2 2x4 II d 1 6 2x4 = 2x4 It 7 6 2x4 II 2x4 II tk11 a1a soD o-�l an-s i Scale=1:41.3 Plate Offsets (XY)-- [4:03-20-0-81 - - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.40 Vert(LL) -0.03 6-7 >999 360 MT20 244/190 TCDL -7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.05 6-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.11 6 n/a Na BCDL 10.0 Code FBC2017rrP12014 Matrix-SH Wind(LL) 0.04 8 >999 240 Weight: 38lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2'Except' 3-7: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 6=46/Mechanical, 4=105/Mechanical, 2=306/0-3-0 .Max Horz 2=128(LC 12) Max Uplift 4=-76(LC 12), 2=-89(LC 12) Max Grav 6=114(LC 18), 4=109(LC 19), 2=306(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2)-1-11-3 to 4-0-13, Intedor(1) 4-0-13 to 4-8-12 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate gap DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= 10.Opsf. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001to uplift at joint(s) 4, 2. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. Michael S. Magid PE No.53661 MiTek USA, Inc. FL Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 16,2019 A WARNING - Verity dealgn parameters end READ NOTES ON MIS AND NCLUDED MIFEK REFERANCE PAGE MX74T4 rev. 10012015 BEFORE USE �■� Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and fs for an individual building component. not a huss system. Before the e building designer must verity the applicability of design parameters and property Incorporate this design Into the overall i.E-L'aYO building design. Bracing Indicated is to prevent buckling of Individual tmss web and/or chord members any. 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. seeANSUIPII GuaMy Criteria, DS54P antl SCSI Balding Component 69N Papa East Blvd. Safety Infurmoncrv3valloble from Truss pate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T16788066 1683455-WINCHIP-BAIRD CJ56 Comer Jack 1 1 Job Re(ernnrn lnnlinnan Builders First Source, Plant City, FL- 32566, 8.240 s Dec 6 2018 MiTek Industries, Inc. Mon Apr 15 18:28:30 2019 Page 1 ID:b7nHj3W KBGsxrOdJNOA6squP8x-dzzn4Ru3oFc78vDZgPOtE5u7EmvwvzPEmWxGUzOOJV -2-0.0 1-4-0 128-0 2.0.0 1-4-0 I- 3-8-0 6 5 2x4 II 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.01 6-7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Ved(CT) -0.02 6-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Mahix-P Wind(LL) -0.01 8 >999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-7: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 4=87/Mechanical, 2=333/0-8-0, 6=58/Mechanical Max Hom 2=132(LC 12) Max Uplift 4=-65(LC 12), 2=89(LC 12) Max Grav 4=87(LC 1). 2=333(LC 1), 6=97(LC 3) FORCES. (Ib) - Max CompJMax. Ten. -All forces 250 (lb) or less except when shown. BOTCHORD 2-9-137/268 Scale - 1:25.5 PLATES GRIP MT20 2441190 Weight: 32 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 10-0-0 oc bracing: 7-9 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsh h=15tt; Cal 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2)-1-11-3 to 4-0-13, Interior(1) 4-0-13 to 4-11-4 zone; cantilever left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottomchord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by ethers) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2.. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Ced 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 16,2019 l Job Thus Truss Type Oty Ply T16788067 1683455-WINCHIP-SAIRD D1 HALFHIPGIRDER 1 2 Job Reference (optional) ommvm r.mr avwuv, wy, r� u000. a.zau s uec o zu I a mu ex Inausmes, Inc. man npr I o ro:zo:a i eu I a 4x10 MT20HS zza II 2 2x4 II 0 1 ST1.Sx8 STP = 2x4 II 5x8 6 4 - 6.00 12 4x6 3 11 16 10 12 8x10 = 6z8 = 2r41I HHUS26-2 LUS24 4.00 12 17 LUS24 3z6 = 6 9 18 5xIS LUS24 LUS24 Sx8 = 7 i 9-8-0 11 9-11-8 12r1-0 16.6.2 21-3.0 I A-R n..R d.5.9 d.Rdd I Scale=1:41.1 Plate Offsets (X,Y)— f2:0-8-12,0-0-11,f10:0-2-8,0-3-121 f11:0-5-0 Edgel- LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(L-) -0.31 11-12 >802 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.56 11-12 >445 240 MT20HS 1871143 BCLL 0.0 ' Rep Stress Incr NO WE 0.97 Horz(CT) 0.24 8 n/a n(a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Wind(LL) 0.34 11-12 >731 240 Weight: 267 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 31 'Except' 5-7: 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 7-8: 2x8 SP 240OF 2.OE, 6-10,7-9: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 8=4447/0-5-8, 2=2729/0-8-0 Max Horz 2=278(LC 8) Max Uplift 8=-1330(LC 5), 2=-924(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-3-9 cc puffins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-M cc bracing. FORCES. (Ib) - Marc. CompJMax Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-12409/4459, 3-4=-12926/4735, 4-5=-8082/2833, 5-6= 7390/2618, 6-7=-5105/1649, 7-8= 3468/1156 BOT CHORD 2-12=-4307/11420, 11-12=-4357/11537, 10-11= 4137/11130, 9-10=-1649/5105 WEBS 3-12=-325/264, 3-11=-672/680, 4-11=-2030/5114, 4-10=-4929/1988, 5-10=-1169/3365, 6-9=-1819/811, 6-10— 1240/2795, 7-9= 1930/5932. NOTES- 1) 2-ply truss to be connected togetherwith 10d (0.131°x3') nails as follows: Top chords connected as follows: 2x4 -1 row at 0-7-0 cc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 -2 rows staggered at 0-5-0 cc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=5.Opsf; h=15ft; Cat. II; ExP B; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed fora 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 bottomchord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottomchord and any other members. 8) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Ot=lb) 8=1330,2=924. 10) Use Simpson Strong -Tie HHUS26-2 (14-1 Cd Girder, 4-10d Truss) or equivalent at 10-5-8 from the left end to connect truss(es) to back face of bottom chord. 11) Use Simpson Strong -Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent spaced at 2-" oc max starting at 12-4.12 from the left end to 18-4-12 to connect truss(es) to back face of bottom chord. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cad 6634 6904 Padre East Blvd. Tampa FL 33610 Cate: April 16,2019 QWARNING-VeNrydes/9nparamefenand READNOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MU747aree. fe0329f5 BEFORE USE Design valld for use only with Mirek® connectors. This design Is based only upon parameters shown, and Is for an Individual bu5ding component, rat a truss system. Before use, the bulldIng designer must verify the appllcabimy of design parameters antl properly Incorporate this design Into the overall building design, Bracing Indicated is to prevent buckling of individual tnusweb antl/cr chord members only. Additionol temporary and permanent bracing Is always required for stablllty, and to prevent collapse with passible personal injury and property damage. For general guidance regarding the fobrl oHon, storage. delivery, erection and bracing of trusses and muss systems seeANSUTP11 Quaply Creeds, DSB49 and BCS7 BWdbD Component Safety Informatbnavoiioble from Truss Rate Institute, 218 N. lee Sheet Suite 312 Nexandrla. VA 22h14. ��- MiTek' 6904 Parke East Blvd. Tampa, FL 33610 k Jab Truss Truss Type Cry Ply T7678B067 1683455-WINCHIP-BAIRD D1 HALF HIP GIRDER 1 2 Job Reference (optional) Builders First Source, Plant City, FL- 32566, 8.240 s Dec 6 2018 MiTek Industries, Inc. Mon Apr 1518:28:31 2019 Page 2 ID:b7nHj3W KBGsx OdJNOA6sg7BPe:-69X9Hnvhj2NTkITP7Xw fQSe3Fe4bf7aZTOFVow QOJU NOTES- 12) Use Simpson Strong -Tie LUS26 (4-1 Od Girder, 3-10d Truss, Single Ply Girder) or equivalent at 20-4-12 from the left end to connect truss(es) to back face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-5=-54, 5-7=-54, 2-11=-20, 8-11— 20 Concentrated Loads (lb) Vert: 9=678(B) 10=-678(B) 16=-2135(B) 17=-678(B)18=-678(B)19_ 680(B) O WARNWG-Vetl/ydeslgnpe etmmd READNOTES ON TNLSANDWCLUDEDM?KREFERANCEPAGEMX74mJ v. 1=&110]SBEFOREUSE �■� Design valid for use Only with Mi connectors. hits design is based only upon parameters shown, and B for an Individual building component. not a truss system. Before use, the building designer must verity the applicability of tlesign parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buclAing of Intllvidual muss web and/or chord members only. Additional temporary and permanent bracing +.I��—,■Cj ,A MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidanceregarding the fcbdcanon. storage, delivery, erection and bracing of trusses and truss systems, seeANSIMII Quality Cr6eda, DS549 and BCSI building Component 69M Palle East BNd. Safety Informatbmvolable from Two Plate Institute. 218 N. Lee Street, Suite 31Z Alexandria, VA 22314. Tampa, FL 33610 Job Truss Thus Type Oty Ply T76788068 1683458-WINCHIP-BAIRD D2 Half Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL- 32566, 2x, 2.4 II 8.240 s Dec 6 2018 MiTek Industries, Inc. Mon Apr 1618:28:32 2019 Page 1 ID:b?nHj3W KBGsxrOdJNOA6sgnPBx-aL5YU7wJUMVKMR2cgERuyfA9H2OeOhjii4?2KMZOOJT 75-9-12 I 21t 5-1-12 5-54 Scale=1:41.2 5.6 = 2x4 II 3x6 = 4 15 5 16 6 15-9-12 21-3-0 9-8.0 6-1-12 5.54 Plate Offsets (X,Y)-- r2:0-7-5 0-2-01 r4:0-3-0 0-2-01 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (too) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 VBr(LL) -0.16. 9 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.32 2-9 >768 240 BCLL 0.0 Rep Stress lncr YES WB 0.53 Horz(CT) 0.14 7 rda r/a BCDL 10.0 Code FSC2017/TPI2014 Matrix-SH Wind(LL) 0.20 9 >999 240 Weight: 112 Ib FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* 2-9: 2x6 SP No.2 BOT CHORD WEBS 2x4 SP No.3 *Except* 6-7: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 7=759/0-5-8, 2=895/0-8-0 Max Horz 2=250(LC 12) Meer Uplift 7=-221(LC 9), 2=-221(LC 12) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2725/1778, 3-4_ 2370/1534, 4-5=-1314/796, 5-6=-1314i796, 6-7=-710/475 BOT CHORD 2-9- 1882/2466, 8-9=-1083/1630 WEBS 3-9=-285/436,4-9=-773/1129,4-8=-349/316, 5-8=,315/302, 6-8=-848/1399 Structural wood sheathing directlyapplied or2-6-11 oc pudins, except end verticals. Rigid ceiling directly applied or 5-2-6 no 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=4.2pst; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extencn(2)-1-11-3 to 4-0.13, Intedor(1) 4-0-13 to 10-8-0, Extedor(2) 10-8-0 to 19-1-13, Interior(1) 19-1-13 to 21-04 zone; cantilever left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcurent 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) Beading at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Ot=lb) 7=221, 2=221. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 16,2019 Job Truss Truss Type Oty Ply T16788069 1683455-WINCHIP-BAIRD 03 Half Hip 1 1 Job Reference (optional) builders hirer bource, Fianl Gny, rL-32566, 8.240 S Dec 6 2018 MiTek Industries, Inc. Mon Apr 15 18:28:33 2019 2x 2x4 II ST1.5xB STP= 4.6 = 30 = 15 3x8 = Scale = 1:39.8 Plate Offsets (XY)-- 12:0-8-6,0-3-01, [2:0-1-15 0-1-4]18:0-3-8 0.1.81 19:0-4-0 0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.17 2-9 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.39 2-9 >609 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.70 Horz(CT) 0.15 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matdx-SH Wind(LL) 0.16 2-9 >999 240 Weight: 1011b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except' TOP CHORD 4-6:2x4 SP No.2 BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 *Except* 6-7: 2x6 SP No.2 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 4-7-9 REACTIONS. (lb/size) 7=728/Mechanical, 2=864/0-8-0 Max Hoe 2=21 O(LC 12) Max Uplift 7=-215(LC 9), 2=-209(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-4=-2463/1415, 4-5=-2159/1391, 5-6= 1860/1060, 6-7=-665/437 BOT CHORD 2-9=-1457/2230, 8-9=-1061/1860 WEBS 4-9=-316/753, 5-9=-345/361, 5-8=-418/372, 6-8= 1649/1847 Structural wood sheathing directly applied or 3-6-8 oc pudins, except end verticals. Rigid ceiling directly applied or 2-2-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opst h=15ft; Cat..11; Exp B; Encl., GCpi=0.18: MWFRS (envelope) and C-C Exterior(2) -1-113 to 4-0-13, Interior(1) 4-0-13 to 8-8-0, Exteriar(2) 8-8-0 to 17-1-13, Interior(1) 17-1-13 to 20-2-4 zone; cantilever left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except at=lb) 7=215, 2=209. Michael S. Magid PE No.53681 MTek USA, Inc. FL-0ert 6834 6984 Parke East Bind. Tampa FL 33818 Date: April 16,2019 ®WARNING- VerlfydeslgnperamerersanOREADNOTESONWSAND INCLUDED MITEKREFERANCEPAGEM67413rev.taDl2preBEFOREUSE �■�' Design valid for use only with MTek® connectors. Tit design is based any upon parameters showm and is for an I itluol 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 b to prevent bucWing of Individual muss 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 fobrlcall storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPl1 Qualli Cdbda, DSO-89 and BCSI Building Component Softly Infampallonovallable porn Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandrlo. VA 22314. `i• 6�M MiTek' 69N Parke East Blvd. Tampa, FL 33610 4 Job Truss Thus Type Ofy Ply T76788070 1683455-WINCHIP-BAIRD D4 Halt Hip Girder 1 27Jobference (optional) o u,luala �I,�1 JVYll:tlr 1IC11, filly. f L-JGaOO, a.z4u s uec a 4ui u MI I eK mawmes, mc. Mo0 Apr lb 1 u:zt1:J4 Zul u 6.00 12 axe 2x4 II 2 2x4 II d 1 2x4 II ST1.5x8 STP= NAILED 5xB = NAILED NAILED 4 16 17 44 4 3 1 22 12 6xe = 2x411 NAILED 4.00 12 NAILED 4xB = NAILED 5 1s 10 23 4x6 = NAILED NAILED 4-8-15 Scale = 1:39.8 NAILED 4x6 = NAILED NAILED 2x4 II 19 6 20 21 7 h 24 9 25 26 4x6 = 9 4x6 = NAILED NAILED NAILED SDO iMR I 11-2-15i T-81 I 20-5-0 Plate Offsets (X Y)-- r2:0-8-1 0-0-01 r4:0-6-00-2-81 r11:0-54 0-3-41 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.20 10-11 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.39 10-11 >617 240 BCLL 0.0 Rep Stress Incr NO WB 0.46 Horz(CT) 0.17 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Wind(LL) 0.2610-11 >916 240 Weight: 230 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* BOT CHORD 7-8: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (Its/size) 8=1432/Mechanical, 2=1394/0-8-0 Max Hom 2=168(LC 8) Max Uplift 8=-601(LC 5), 2=-532(LC 8) FORCES. gle) - Max CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-5044/2053, 34=-5543/2391, 4-5=-5785/2467, 5.6=-4073/1718, 6-7=-316/138 BOT CHORD 2-12— 1963/4565, 11-12=-2008/4672, 10-11=-2315/5371, 9-10=-2467/5785, 8-9=-1718/4073 WEBS 4-11=-806/2084, 3-12=-307/190, 3-11=483/727, 6-8=-3892/1637, 4-10=-226/549, 6-9=-66/682,5-10=-21/250,5-9=-1776f778 Structural wood sheathing directly applied or4-8-14 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) 2-ply truss to be connected together with 10d (0.131'xT) nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 Co. 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; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=1511; Cat. II; Exp B; Encl.. GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water pending. 6) This truss has been designed for a 10.0 pat bottom chord live load nonconcument 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 girders) for truss to truss connections. 9) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Qt=lb) 8=6011 2=532. 11) 'NAILED' indicates 3-1Od (0.148'x3') or 2-12d (0. 148'x3.25') toe -nails per NDS guidlines. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 326 Its down and 149 lb up at 6-11-0 on bottom chord. The desigr✓selection of such connection device(s) is the responsibility of others. Michael S. Magid PE No.53601 MiTek USA, Inc. FL Cad 6634 6904 Parka East Blvd. Tampa FL 33610 Date: April 16,2019 ,&WARNING-14rdlyeresi9npereinetenen4READNOTES ON WISANDINCLUDEDMDEKBEFENANCEPAGEW74nJ V. 1OT32015BEFONE USE. ' Design valid for use only with M7ek® connectors. IhIs design Is based only upon parameters shown, and 6 for an Individual bulltling component, not a truss system. Before use, tna building designer must verity the applicability, of design parameters and properly Incorporate this tlesign Into the overall bu1IdIngdesign. Bracing Indicated is to prevent buckling of InOMldual trust web and/or Chord members only. Additional temporary and permcnembrocing Is clwaysfequired for stability and to preventcollapse with posslbla personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and lass systems, seeANSVIPII psu,"1@?y Criteria, DS5419 and BCSI luldhp Component Sab1y Informa llonavallabie from Trust Plate InsN, Institute. 218 lee Street. Sutter312. Alexandria, VA 22314. ss MiTek• Was Parke East Blvd. Tempe, FL 33610 Job Truss Truss Type Oily ply T16788070 1683455-WINCHIP-SAIRD D4 Half Hip Girder 1 2 Job Reference (optional) Builders First Source, Plant City, FL- 32566, 8.240 s Dec 6 2018 MiTek Industries, Inc. Mon Apr 15 18:28:34 2019 Page 2 ID:b?nHj3W KBGsxrOdJNOA6sgmPBx-W kD IvoxZ7y2bIC_ofTM14GaHr4gscK79OU9PFzOOJ R LOAD CASE(S) Standard 1) Dead +Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plt) Vert: 1-4=--54, 4-7=-54, 2-11=-20, 8-11-20 Concentrated Loads (Ib) Vert: 11— 326(F) 10=-43(F) 5= 93(F) 16=-93(F) 17=-93(F) 18=-93(F) 19=-93(F) 20=-93(F)21=-93(F) 22=-43(F) 23=-43(F) 24=-43(F) 25=-43(F) 26=-43(F) OWARNING- Vedyydes/gnpmametaw and BEAD NOTES ON TMSANDINCLUDED MI/EKBEFENANCEPAGEU67IAmv. Iats*o15 BEFOFEUSE Design valid for use only with MRak® connectors. This design Is based only upon pmamatea shown, antl Is for an indhdtlual building component, not a truss system. Before use, the building designer must verity the appllcoblllty of design parameters and properly Incorporate this deegn Into the overall bWOingdeslgn.Bracing Indicated is to prevent. buckling of Individual truss web and/or chord members only. AddlMonal temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. Far general guldonce regarding the storage. delivery. erection and bracing of trusses and Cuss systems, seeANil CualMv CMarb, DSI489 and ICSI Building Component e904 Perko East Blvd.fobtication, Safely hrbrmolbrgvolloble from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexondp, VA 22314. Tampa, FL 3361D 4 Job Truss Truss Type (ny Ply T1678B071 1683455-WINCHIP-BAIRD EJ3 Jack -Open 3 1 Job Reference (optional) omluers nrss aourue, riam ally, rL - 325ba, 8,240 Is Dec 6 2018 Mrl ek Industries, Inc. Man Apr 15 18:28:35 2019 Page 1 ID:b7nHj3WKBGsx OdJNOA6sgmP8x-_vmg78yBmHtvDv BMN7balolkFVXbAn801 DiftQOJO -2.D.0 1-4-0 3- 1-0.0 ' 2-0.0 1-4-0 8.0 Scale = 1:20.7 4 6.00 12 2x4 II 3 3x4 = 2x4 III 2 ti 2z411 0. B A. e. 2x4 = 1 m 2x4 II ST1.5x8STP= 7 6 5 2z4 II LOADING Ills, SPACING- 2-0-0 CSI. DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Ven(LL) -0.00 7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.27 Von(CT) -0.01 7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 HOR(CT) -0.00 5 n/a ma BCDL 10.0 Code FBC2017/TPI2014 Matdx-R Wind(LL) -0.01 7 >999 240 Weight: 20 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP-No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 3-6: 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 4=34/Mechanical, 2=281/0-8-0, 5=13/Mechanical Max Holz 2=91(LC 12) Max Uplift 4=-22(LC 12), 2=90(LC 12) Max Grav 4=38(LC 19), 2=281(LC 1), 5=31(LC 3) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=.254/45 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDU1.2psf; BCDL=S.Opst h=15ft; Cat. 11; Exp B; Encl., GCpl=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for tmss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joints) 4, 2. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: April 16,2019 Q WARNING -VeHtydee/gnperemeteraead READ NOTES ON TNISAND INCLUDED ew EKREFERANCEPAGEM67473rex.. 1,0113,20156EFOREUSE �■�- 0esign vdid for use only with MgelsrN connectors. This design is based only upon parameters shown and Is for on Individual building component. not jrC7 a truss system. Before use, the Wrong designer must verify the applicability of design parameters and properly Incorporate links design Into the overall bullding Resign, Bracing Indicated is to prevent buckling of lndlvlduol truss web and/or chord members only. Additional temporary and permonentbracing ab`7. MiTek' 8 always regueed for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the storage; delivery. erection and bracing of trusses and truss systems. seeANSVIPII Gui Cifoda, OSB49 and BCSI Budding Component fi904 Parke East Blvd.fabrication, Solely mfarmatbrWolloble from Truss Plate Institute. 218 N. Lee Sheet, Suite 312, Alexandi VA 22314. Teri FL 33610 Job Tnus Truss Type Oty Ply T16788072 1683455-WINCHIP-BAIRD EJ6 Jack -Open 2 1 Job Reference (optional) bwlDers first bource, Plant City, FL- 32566, ST1.5xB STP= 2x4 II 8.240 s Dec 6 2018 MiTek Industnes, Inc. Mon Apr 15 18:28:36 2019 Pagel ID:b7nHj3W KBGsxrOdJNOA6sgmPBx-S7K2KUzgxb7mr3MNv4Wg6VLuYfpnKdl ldhzFT8zOOJP Seale =1:22.6 6-0-0 LOADING (psp SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0,60 Vert(LL) -0.06 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.12 2-4 >568 240 BCLL 0.0 Rep Stress liner YES WB 0.00 Horz(CT) -0.00 3 n/a Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Wind(LL) 0.00 2 "'• 240 Weight: 261b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 3=127/Mechanical, 2=355/0-8-0, 4=56IMechanical Max Hors 2=153(LC 12) Max Uplift 3= 11 O(LC 12), 2=-97(LC 12) Max Grant 3=127(LC 1), 2=355(LC 1), 4=112(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 6-0-0 oc puffins. 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; TCOL=4.2psf; BCDL=5.Opst h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2)-1-11-3 to 4-0-13, Interlor(1) 4-0-13 to 5-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 pat bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf an the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 2 except 01=1b) 3=110. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Carl 6034 6964 Parke East Blvd. Tampa FL 33B10 Date: April 16,2019 Q WARNNG - Verily EeslSn Parameters end READ NOTES ON MIS AND INCLUDED MIKEK REW IMCE PAGE MMM is v. I&IM IA 015 9EFOHE USE Design vold for use only with MBek® connectors. This design Is based only upon parameters shown, and Is far on IndWuol building component, not pill a hum system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bullding design. Bracing Indicated B to prevent buckling of lndlVdual truss web and/or chord members only. Adtlitlonol temporary and bracing permanent 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 truces and hum systems seeANSi/RIl QuoCahM, D3849 and BCSI Building Componi,nt 6904 Parke East BNd. Sabty, Infermry rslorcoliobie from Truss Plate Institute, 218 N. Lee Sheet. Suite 312 Aiexontlrlo. VA 22314, Tampa, FL 33610 It Job - Tn1ss Truss Type Oty, Ply T16788073 1683455-WINCHIP-BAIRD EJ7 Jack -Open 44 1 Job Reference (optional) nwluers rlrst source, Plant ldiy, irL - 32556, 8.240 a Dec 6 2018 MiTek Industries, Inc. Mon Apr 15 18:28:36 2019 Page 1 0 2 1 2x4 II ST1.6x8STP= Scale=1:25.1 7-0-0 LOADING (pso SPACING- 2-0-0 CSI. DEFL In (too) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Ved(LL) -0.08 2-4 >963 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.18 2-4 >446 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n1a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Wind(LL) 0.09 2-4 >853 240 Weight: 29 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 3=153/Mechanical, 2=388/0-8-0, 4=71/Mechanical ' Max Ho¢ 2=173(LC 12) Max Uplift 3=-116(LC 12), 2=-102(LC 12) Max Gras, 3=153(LC 1),2=388(LC 1), 4=120(LC 3) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib).or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MAi (envelope) and C-C Exteror(2)-1-11-3 to 4-0-13, Interior(1) 4-0-13 to 6-114 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=116,2=102. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cad 6634 6904 Parka East Blvd. Tampa FL 33610 Date: April 16,2019 A WARNING-Vedfydeslgnpe etem end NEADNOWSONDl6ANDWCLUDEDMI KBEFERMCEPAGEM&74"Jre 100slaVISBEFOREUSE �■�- Design valid for use only wlthMOels®connectors. ihls design 6 based only upon parameters flown. and is for on Individual building component not a W5f system. Before use, the building designer must verify me applicability of design parameters and properly Incorporate MIS design Into me Overall building design. Bracing Indicated Is to prevent bucking of lndMtlual truss web and/or chord members only. Additional temporary and permanent bracing 6 always required far stability and to prevent collapse with possible personal lnlury and properly damage. For general guidance regarding the fabrication, storage: delivery, erection and bracing of trusses and truss systems saeANSV1P11 Quality CdNdo. D3549 and SCSI auldbD Component Solely Informallonwa0able from Tmss Flute InSNtute. 218 N. Lee Street Suite 312, Alexandria VA 22314. ai •Q�L1 MiTek' 69U Parke East Blvd. Tampa. FL 33610 Job Truss Truss Type Oty Ply T76788074 1683455-WINCHIP-BAIRD EJ71 Jack -Open 7 1 Job Reference (Optional) ounoers rirsr Source, more u1y, rL- 32586, 8.240 s Dec 6 2018 MiTek Industries, Inc. Mon Apr 15 18:28:37 2019 Page 1 ID:b?nHj3 W KBGsxrOdJNDA6sgmP8x-wJuOYgzSIu7dSDxZrol3ht2t37Z34HRrLipOazOOJO -2-0-0 2-8-0 3-8-0 7-0-0 2-0-0 2-8-0 1-0.0 3-4-0 2x4 II ST1.5x8 STP= 2-8-0 3-8.0 7-0-0 2-e-o 1-n-n nln Scale = 1:25.1 Plate Offsets (X Y)-- f3:0-1-12 0-0-141 [3:0-3-4 Edge] f4:0-0-10-2-01 I8:0-0-0 0-1-121 LOADING (pso SPACING- 2-0-0 CSI. DEFL in (too) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Ved(LL) -0.10 7 >814 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Ved(CT) 420 7 >395 240 BCLL 0.0 ' Rep Stress lncr YES WB 0.00 Horz(CT) 0.11 6 n1a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-R - Wind(L-) 0.21 7 >386 240 Weight: 32lb FT=20% LUMBER - TOP CHORD 2x4SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-9,4-7: 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 5=133/Mechanical, 2=39110-8-0, 6=93/Mechanical Max Horz 2=173(LC 12) Max Uplift 5=-84(LC 12), 2=-100(LC 12), 6=-15(LC 12) Max Grav 5=133(LC 1), 2=391(LC 1), 6=11 O(LC 3) FORCES. (lb) - Max. Comp./Max: Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-261/24 BOT CHORD 2-9=-213/277, 3-8=-223/281, 4-7=-238/293 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 no puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 7-8. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=42psf; BCDL=5.Opsf h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2)-1-11-3 to 4-0-13, Intedor(l) 4-0-13 to 6-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0lost bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of. withstanding 1001b uplift at joint(s) 5, 6 except (jt=lb) 2=100. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 16,2019 Job Truss - Truss Type OtY Ply T16788075 1683455-WINCHIP-BAIRD EJ72 Jack -Open 7 1 Job Reference (optional) Builders First Source, Plant City, FL- 32566, 6.240 s Dec 6 2018 MiTek Industries, Inc. Mon Apr 15 18:28:37 2019 2x4 I1 ST1.5a8 STP= Scale = 1:23.2 Plate Offsets(XY)-- f2:0-7-130-0-121 LOADING (pat) SPACING- 2-0-0 C51. DEFL. in (lac) Vdefl Ud PLATES GRIP TCLL 20.0 Plate GOP DOL 1.25 TC 0.80 Vert(LL) -0.03, 2-4 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.21 Vert(CT) -0.05 2-4 >999 240 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Wind(LL) 0.00 2 "" 240 Weight: 35111 FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 3=147/Mechanical, 2=377/0-8-0, 4=63/Mechanical Max Harz 2=166(LC 12) Max Uplift 3=-126(LC 12). 2=-100(LC 12) .Max Gmv 3=147(LC 1).2=377(LC 1), 4=125(LC 3) FORCES. (Ib) - Max CompJMax. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-8-6 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-M o , bracing. NOTES- 1) Wind: ASIDE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opst h=151t; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2)-1-11-3 to 4-0-13, Interior(1) 4-0-13 to 6-7-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0pst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 3=126. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 3361D Date: April 16,2019 AWARNING- Vedfydesignparamete. dREADNOTESONTNISANDINCLUDED MREKREFERANCEPAGEMLLT4Tarev.laAGT915BEFOREUSE. valid for use oNy with Mrek® connectors. This design Is based only upon parameters shown, and b for on IndMdual bu iclIng component, not rat a muss system. Before use, the building designer must verify the applicability of dough parameters and properly Incorporate this tleslgn Into me overall buliding design, Bracing Indicated is to prevent buckling of Individual truss web and/or chord membenbnly. Addltonol temporary and permanent bracing MiTek- Isalways required for stability and to prevent collapse with possible personal ln7ury and property damage. For general guidance regarding me fabrication storage. delNery. erection and bracing of trusses and hum systems. seeANSVrPII Cuepm3yy CrlNda, D3649 and SCSI Building Component Beet Parke East BNd. Safety Infaenatbrmallable from Truss Plate ImtiMe. 218 N. lee Street Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Jab s Truss Type Dry ply T16788076 1683455-WINCHIP-BAIRD �Tmss EJ74 Jack -Open 4 1 Jab Reference (optional) Builders First Source, Plant City, FL- 32566, 3x4 ADEQUATE SUPPORT 4 REQUIRED 4xtb MT20HS 11 8.240 s Dec 6 2016 MiTek Industries, Inc. Mon Apr 15 18:28:38 2019 Page 1 ID:b?nHj3W KBGswOdJNOA6sgmP8x-OVSpIA_43CFU4MWI1 WICwODFTTOoWXb4?SMYOzOOJN 3.6 II 20 II Scale: 3/8'=l' Plate Offsets(X,Y)-- [4:0-3-8;Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.10 3-4 >767 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.22 3-4 >367 240 MT20HS 187/143 BOLL 0.0 ' Rep Stress Incr YES WB 0.00 Hom(CT) -0.47 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Wind(LL) 0.16 3-4 >509 240 Weight: 32 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 *Except* BOT CHORD 2-3: 2x4 SP No.3 REACTIONS. (lb/size) 4=248/Mechanical, 2=176/Mechanical, 3=72/Mechanical Max Hom 4=137(LC 12) Max Uplift 4= 5(LC 12), 2=-153(LC 12) Max Grev 4=248(LC 1).2=176(LC 1), 3=148(LC 18) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 6-0-0 oc pur ins, except end verticals. Rigid ceiling directly applied or 10-0-0 cc 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=4.2psh BCDL=S.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-1-12 to 6-1-12, Interior(1) 6-1-12 to 6-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 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 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. 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) 4 except Qt=lb), 2=153. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. Michael S. Magid HE No.53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: April 16,2019 Truss Type Oly Ply T76780077 L6345'5-:WINCHIP-BAIRD�� Jack -Open 1 1 Referpnee _ptionall Bunaers I-irst source, I•lant Uny. I-L- 3zb66, 6.24Us uec IS zol6 Mr l ex Inc. Mon Aprlb15:zb:392uiu 3 2x4 ST1.5s 6 5 4 46 = 2x4 II 1-4-D 7-0.0 1.d11 Scale = 1:31.5 Plate Offsets (X Y)-- f1:0-1-4 Edoel 15:0-0-0 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Ven(LL) -0.10 4.5 >764 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.26 BC 0.72 Vert(CT) -0.20 4-5 >389 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.16 4 n/a n1a BCDL 10.0 Code FBC2017/rP12014 Matrix-SH Wind(LL) 0.18 4-5 >437 240 Weight: 34 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except' 2-5: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=253/0-8-0,3=167/Mechanical,4=76/Mechanical Max Hom 1=141(LC 12) Max Uplift 1= 30(LC 12), 3=-118(LC 12) Max Gmv 1=253(LC 1), 3=167(LC 1), 4=138(LC 18) FORCES. lb) -Max. CompJMax. Ten. -Al tomes 250 (Ib) or less except when shown. TOP CHORD 1-2=-296/67 BOT CHORD 1-7=-297/217 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-8 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-" ad bracing. Except: 10-" oc bracing: 5-7 NOTES- 1) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ff; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-4-0 to 6-4-0, Interior(1) 6-4-0 to 6-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas.whem 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 1 except Ot=lb) 3=118. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 16,2019 ®WARNNG-Vetlfydeslg.p..efelsend BEAD NOTES ON MZANDINCLUDEDM KREPERANCEPAGEU&74Mrev. 1e111SIA2e15BUORE USE ■ Designvalid for use onlywlth MiTek0connectors. This doslgn Is based only upon parameters shown, and is for on Individual building component,not a truss system. Before use, the building designer mustveriN the applicability of design parameters and properly Incorporate this design Into the overall i•Y� buldingdesign. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always repaired for stability and to prevent collapse with possible personal hlury and property damage. For general guidance regarding the fabrication,storage. delivery. erection and bracing of trusses and truce systems. seeANSUIPI I Quality Cmedo. 038-09 and BCS1 Building Component 69M Parke East Blvd. Salety mformationa Noble from Truss pate Institute.218 N. Lee Steel Sub 31Z Alexandria. VA 22314. Tampa, FL 33010 Job x Taus Truss Type Cry Ply T76788078 1683455-WINCHIP-BAIRD �EJ76 Jack -Open 1 1 .Inh Rwiwrwnew fnntinnwll Builders First Source, Plant City, FL- 32565, 8.240 s Dec 6 2018 Mil Industries, Inc. Mon Apr 15 18:26:392019 Page 1 ID:b?nHj3WKBGsx OdJNOA6sgmP8x-tiOByW?igWNKiW5ybD3XkBzVpssrX2EklfBw4SzOOJM 1 1 4 0 l a s-o 7-0-0 1-4-0 3-5-0 2-3-0 Scale: 1/4'=1' 6.00 12 30 f2 m d 10 2x4 = 2x4 = B 8 STI.5xB STP = 2x4 11 3x4 = ST1.5x8 STP- 2x4 II 4-9-0 5 8 7-0-0 35-0 0-3-8-0I 1.11.8 Plate Offsets (X,Y)— f1:0-1-4 Edgel LOADING (par) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) -0.01 9 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Ven(CT) -0.01 9 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(CT) -0.02 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matir Wind(LL) 0.02 9 >999 240 Weight: 41 Ib FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-8,3-6: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. All bearings Mechanical except (jt=length) 1=0-8-0, 6=0-7-0. (lb) - Max Horz 1=143(LC 12) Max Uplift All uplift 1001b or less atjoint(s) 4 except 6=-140(LC 12) Max Gray All reactions 250lb or less at joints) 1, 4, 5 except 6=288(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. -A[] forces 250 (Ib) or less except when shown. SOT CHORD 6-7= 266/369, 3-7=-188/327 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins: BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:. 6-0-0 oc bracing: 6-7. 10-0-0 oc bracing: 8-10 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=5.Opsh h=15ft; Cat. II; Ell B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) 0-4-0to 6-4-0, their 6-4-0 to 6-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber D0L--1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcument with any other live loads. 3) "This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-M wide Will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) 4 except (jt=lb) 6=140. Michael S. Magid PE No.53661 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 16,2019 ®WARNING-Veritydeslgnpenmeflm.e dREADNOTES ON THIS AND OICLUOEDAIREKREFERANCEPAGEAfflaU rey. 10/0Y101SBEFOREUSE - Design valid for use only wins MIFekg connectors. This design Is based only upon parameters shown, and Is far on Individual building component, net a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into Me 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 Inlury and property damage. For general guidance regarding fine fabrics ton. storage. delivery, erection and bracing of trusses and buss systems, seeANSV1PII Quality Cahill 09349 and SCSI Buldhg Component 69N Parke East BK,d. saby Weanalbrxry ,table from I=Plate Institute. 218 N. Lee Sheet. Suite 312. Nexand0o. VA 22314, Tampa, FL 33610 Job -s Truss Type Oty Ply T16788079 1683455-WMINCHOP�-BAIRDFG1 GABLE 1 2 Job Reference (optional) builders First Source, Plant City, FL- 32566, 8.240 s Dec 6 2018 MiTek Industries. Inc. Mon Apr 15 18:28:41 2019 1 5xB = 31 = 5x6 = Scale =1:26.8 22 23 3 24 25 4 4 k s 27 7 28 63x6 = 29 30 6 8 26 LUifx4 5x8.__ LUJ44 LUS24 LUae4 LUS24 4x6 = 3x6 II LUS24 LUS24 ST1.5x6 STP = THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC20177rP12014 C51. TIC 0.19 BC 0.35 WB 0.54 Matrix-SH DEFL in Vert(LL) -0.02 Vert(CT) -0.04 HOR(CT) 0.01 Wind(LL) 0.02 (loc) Vdefl Ud 6-7 >999 360 6-7 >999 240 5 n/a r/a 6-7 >999 240 PLATES GRIP MT20 244/190 Weight: 265 lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOTCHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3'Except* BOTCHORD Rigid ceiling directly applied or 10-0-0oc bracing. 1-8,4-5: 2x8 SP 240OF 2.0E OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 8=2928/0-6-0, 5=2754/Mechanical Max Uplift 8=-1037(LC 4). 5- 828(LC 4) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-8= 2186/866, 1-2=-231C/767, 2-3=-23107767, 3-4=-23427700, 4-5=-2143/613 BOTCHORD 6-7=-700/2342 WEBS 4-6=-852/2857, 1-7=-919/2856,3-6=-629/217, 2-7=-619/412 NOTES- 1) 2-plymiss to be connected together with 10d (0.131')3') nails as follows: Top chords connected as follows: 2xB - 2 rows staggered at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 do. Webs connected as follows: 2x4 - 1 row at 0.9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face In the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ABC 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18: MW FRS (envelope);. cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1. 5) Provide adequate drainage to prevent water pending. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This miss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of muse to bearing plate capable of withstanding 1001b uplift at joints) except (jt=lb) 8=1037,5=828. 12) Use Simpson Strong -Tie LUS24 (4-1Od Girder, 2-1 Od Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 0-8-12 from the left end to 12-0-12 to connect truss(es) to back face of bottom chord. Michael S, Magid PE No.53681 13) Fill all nail holes where hanger is in contact with lumber. MiTek USA, Inc. FL Cart 6634 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 274 lb down and 86 lb up at 6904 Parke East Blvd. Tampa FL 33810 "-10, 236 lb down and 3" lb up at 2-4-12, 2981b down and 96 lb up at 4-4-12, 295lb down and 95 Ib up at 6-4-12, 157 Ile Date: down and 52 lb up at 8-4-12, and 162 lb down and 14lb up at 10-4-12, and 169 Ito down and 18 lb up at 12A-12 on top chord. - - The design/selection of such connection device(s) is the responsibility of others. April 16,2019 QWABNING-VeNty0ea/9nparemohvx.n0NEAON0mS0N TH/SANU INCLUDED MREKNEFENANCEPAGEM&7473 rev. 10,012015BEFONEUSE Deslgnvalid foruse onlywith MBek®connectors.mtlsdesign is based only upon parometersshown, and lsforon Individual building component not a truss system. Before use, the building designer mustveriH the oppllcobllityof design parameters and properly Incorporate this design Into the overall bullding tlesl9n Bracing Indicated is to prevent buckling of lndvidual 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 propertydamoge. For general guidance recording Me fabrication, storage.delivery. erection and bracing of trusses and truss systemsseeAN5VrPR Qualify Cmuln, PS8419 and SCSI BWBhp Component Safety mformn8onavollable from Truss Rate Institute. 218 N. Lee Street Suite 31S Alexandria VA 22314. `•r-:Y:y MiTek' 69N Parke East Blvd. Tampa, FL 33610 Jab 0 Truss Type Oty ply T16788079 1683455-WINCHIP-BAIRD FG1 =GABLE 1 2 Jah Reference (optional) ounoers First Source, Fiam City, FL- 34bbb, 8.240 s Dec 6 2018 Miiek Industries, Inc. Mon Apr 15 18:28:412019 Page 2 ID:b?nHj3WKBGsxrOdJNDA6sgmP8x-p48xNBOyM7d2xgEKid5?pZ2dgYh?lm1 mzg09LzOOJK LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plq Vert: 14— 54, 5-8=-20 Concentrated Loads (lb) Vert: 1=-274 6=.511(B) 7=-516(B) 2=-298 21=7322= 29523=-155 24=-160 25= 169 26=-519(B) 27=-516(8) 28— 511(B) 29=-446(B) 30=-446(B) 0 WARNWG - Verity design parameterser dREAD NOTES ON TN/SANO WCLUDED MREKREPERANCEPAGEM67473... 1lbVS2915BEPORE USE Design valid for use only with WOO connectors. This design 6 based only upon parameters shown and is for an Individual building component not a truss system. Before use, the building designer must verify the applicabllity of design parameters and properly Incorporate this design Into the overall bullding 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 end to prevent collapse with possible personal Ihury and property damage. For general guidance regarding the fobdcafion. storage. dell ew.. erection and bracing of trusses and truss systems. seeANSI/IPII Qua' Criteria. DSO-99 and 001 full Component Sably Intormatbnwa�able ham Truss Plate InstiNte. 218 N. Ise Sheet, Suite 312. Alexandra. VA 22314, M(Tek' 69N Parke East Blvd. Tampa, FL 33810 Job ' Truss Truss Type City Ply T16788080 1683455-WINCHIP-BAIRD G1 Flat Girder 1 ^ G Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 a Dec 6 2018 MiTek Industries, Inc. Mon Apr 15 18:28:42 2019 Page 1 ID:b7nH)3 W KBGsxrOdJNOA6sgmP8x-HHiJbX1 a7Rlv2yXGLdEMmbwt4lkk7fA7d0ahnzQOJJ 6-415 12-8' 19-3-0 6.415 fi-3-3 I 6-6-15 r Scale=1:35.1 G1W2 2.4 11 5x6 = 3x4 = 3,02 MT20H5 m 10 11 12 7 13 14 15 6 16 17 18 5 'b a LUS24 LUS24 LUS24 3x4 = LUS24 LUS24 LUS24 axis = LUS24 LUS24 Us= LUS24 4x6 = VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). 9 5.6 II 6-4-15 12-8.1 19-3-0 6-4-15 6.3-3 6-6-15 Plate Offsets (X,Y)- [2:0-3-00-3-01 [6:0-3-12 0-3-41 [9:0-1-0 0-2-81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (roc) Well Ud PLATES GRIP TOLL 20.0 Plate Grp DOL 1.25 TIC 0.55 Ved(LL) -0.15 6-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.28 5-6 >805 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.89 Hoa(CT) 0.13 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.19 6-7 >999 240 Weight: 211 Ib FT=20% LUMBER- BRACING - TOP CHORD 2x4SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except' 6-8: 2x4 SP No.t BOT CHORD WEBS 2x4 SP No.3 *Except* 4-9: 2x6 SP No.2 REACTIONS: (Ib/size) 8=2155/Mechanical, 9=2188/0-3-8 Max Uplift 8=-949(LC 4), 9=-965(LC 4) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=4552/2014, 3-4=-4591/2034, 5-9=-2188/965, 4-5=-1697/776 BOT CHORD 7-8=198314472, 6-7=-2034/4591 WEBS 4-6=-2D45/4615, 2-8=d571/2027, 3-6=-329/223, 2-7=-486/1222 Structural wood sheathing directly applied or 5-6-6 oc puffins, except end verticals. Rigid ceiling directly applied or 9-5-1 oc bracing. NOTES- 1) 2-ply truss to be connected together with IDd (0.131'x3') nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 raw at 0-9-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL='5.Opst h=15h; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 lost 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) Bearing at joints) 9 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. '10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=949, 9=965. 11) Use Simpson Strong -Tie LUS24 (4-10d Girder, 2-1 Od Truss, Single Ply Girder) or equivalent spaced at 2-" oc max starting at 1-8-4 from the left end to 17-8-4 to connect Muss(es) to back face of bottom chord. 12) Fill all nail holes where hanger is In contact with lumber. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Carl 6634 6904 Parke East BNB Tampa FL 3361D Date: April 16,2019 A WARNMG- Vedfydaslgn Paramefamand READNOTESONMISANDMCLUDWMREKREFERANCEPAGEM674Mmv. 10,11.142e15BEFOREUSE ��*R Design valid for use only with Mnek®connectors. this design is based orgy upon parameters shoi and is for an Individual bulding component, not jf BA a hum system. Before use, the building designer must verity me applicability of design parameters and properly Incorporate this design Into the overall ��■��iYY��� 7 bulldIngdeslgn, Bracing Indicated is to prevent bucking of Individual hussweb 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 busses and truss systems, seeAftiftni Quo' Cm*da, D3249 and SCSI Building COmponont 69" Parke East Syr. Sally Infermofb tillable from Truss Rate Institute,218 N,fee Street. Sulta312. Alexandria. VA 22y14. Tampa, FL 33610 Job Truss Oty Ply T16788080 1683455-WINCHIP-BAIRD G1 �TnusI;Type Flat Girder 1 a� lJob G Reference fnninnall builders First soume, Plant City, FL- 32566, 8.240 s Dec 62018 MiTek Industries, Inc. Mon Apr 15 18:28:42 2019 Page 2 ID:b7nHj3W KBGswOdJNOAGsgmP8x-HHiJb%1 a7RIvZy%GLGEMmbwt4lkk7fA7dOahmQOJJ LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert 1-4_ 54, 5-8=-20 Concentrated Loads (lb) Vert: 10=-327(B) 11=-327(B) 12=-327(B) 13=-327(B)14=a27(B) 15=-327(B) 16=-327(B) 17=-327(B) 18=-327(B) AWARNING -VaN/y44ai9nParamefe2andREAONOTES ONTNISANDNCLUOEOMR REFERANCEPAGEMX74nmre..rmt)Y2d15BEFORE USE. Design valid for use only with Mlfek® connectors. This design Is based only upon parameters shown, and Is for on Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and pmpe4y Incorporate this design Into the overall buIdingdoslgn. Bracing Indicated Istoprevent buckling oflndNidualfrssweband/or chord members only. Additional temporaryond 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 fusses and huss systems seeANSUIPII Qually CdfeAo. OSS-09 and SCSI Building Component Safety Nlarmationovallable from Tess Plate Institute. 218 N. Lee Sheet Sulte312, Alexandrlo, VA 22 14. MiTek' 69M Parka East ON& Tampa. FL 33610 Job r Truss Truss Type City Ply T16788081 1683455-WINCHIP-BAIRD G2 Flat 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 8.240 s Dec 6 2018 MiTek Industries, Inc. Mon Apr 151828:42 2019 Page 1 ID:b7nHj3WKBGsxrOdJNOA6sgmP8x-HHiJbX1 a7RIVZ-pXGLdEMmbx_4k9kFUA7dOahnz00JJ 6.7-13 12-5-4 - 19-3.0 6.7-13 5.9-7 6.9-12 2x4 II 7 3x6 = 3x4 = 9 2 3x4 II 6 5 Sx8 VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). 5x6 II B Sees =1:41.B Plate Offsets (X Y)-- [3:0-3-0 0-3-01 16:0-4-0 0-3-01 [8:0-1-0 0-2-81 LOADING. (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Vdetl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Ven(LL) -0.17 6-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.35 6-7 >642 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.32 Horz(CT) 0.06 8 n1a n1a BCDL 10.0 Code FBC2017/rP12014 Matrix-SH Wind(LL) 0.04 6 >999 240 Weight:'109 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP ND.3*Except* BOTCHORD 4-8: 2x6 SP No.2 WEBS REACTIONS. (lb/size) 7=698/Mechanical, 8=698/0-3-8 Max Uplift 7=-211(LC 8), 8=-211(LC 8) FORCES. (lb) - Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1063/432, 5-8=-698/313 BOT CHORD 6-7=-494/966, 5-6=-469/971 WEBS 2-7=-1028/534, 2-6=0/293, 3-6=0/284, 3-5=-1016/504 Structural wood sheathing directly applied or 5-4-9 no puffins, except end verticals. Rigid ceiling directly applied or 8-2-4 oc bracing. 1 Row at midpt 2-7, 3-5 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh SCDL=5.Opst h=1Sit; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) 0-1-12 to 6.1-12, Interior(1) 6-1-12 to 19-0.4 zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 8 considers parallel to grain value using ANSVrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100.Ila uplift at joint(s) except Qt=lb) 7=211, 8=211. Michael S. Magid PE No.53661 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 16,2019 Q WARNING-Vedfydeslgnp..mWrsand READNOTES ON THOIANDINCLDDWWEKREFERANCEPAGER674TJenv. IOW201SBEFOREDSF. Design valid for use only with Wake) connectors. This design is based only upon parameters shown. and Is for an individual building component, not �• Sol'1■] a Muss system. Before use, the building ❑ostgner must verify the applicability of design parameters and properly Incorporate this all Into the overall bulldIng design. Bracing Indicated is to prevent buckling of lndivaual hussweb and/or chord members only. Additional temporary and permanent bracing MiTek' Is always requlred for stability and to prevent collapse with possible personal hjury and property damage. For general guldance regarding the fabdcanom storage, delNery, erection and bracing of Musses and truss systems seeANSVIPII Cuopmlyy Criteria. DSB49 and SCSI building Component 6904 Perk, East Blvd. Safety tnformafbrpvaYable from Truss Rate Institute. 218 N. Lee Sheet. Suite 312 Alexandria VA 22314, Tampa, FL 33610' n 1 Truss Truss Type Of Ply r16 T1678BO82 3455-WINCHIP-BAIRD G3 Half Hip 1 1 Job Reference (optional) oulluers rim) Dource, rlam Idly, YL- 44bbb, 200 2.0.0 6.00 r12 4.6 = 2 3x4 i 1 y 8 2x4 II axe = 8.241)S Led 52U18 MI I ex Industries, Inc. Mon Apr 15 15:28:43 2019 Vage1 Sx8 = 3 7 6 3x6 = 3x6 = 3x4 = VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). 5.5 II 3x8 = 4 10 d 6 Scale - 1:45.2 LOADING (ps' SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.11 5-6 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.23 5-6 >967 240 _ BCLL 0.0 ' Rep Stress Incr YES WE0.84 Horz(CT) 0.04 10 Na Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Wind(LL) 0.04 6 >999 240 Weight: -122It, FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-13 oc puriins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 *Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 4-10: 2x6 SP No.2 WEBS 1 Row at midpt 3-8 REACTIONS. (Ih/size) 9=698/Mechanical, 10=698/0-3-8 Max Hom 9=38(LC 12) Max Uplift 9=-185(LC 9), 10=-215(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-378/194, 2-3-341/221, 3-4=-891/473, 5-10=-69a/342, 4-5=-620/378, 1-9=-724/355 BOT CHORD 6-8=-484/899 WEBS 3-8=-627/294, 3-6=-237/320,4-6= 505/935, 1-8=-321/667 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; E1te B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-1-12 to 10-4-12, Intedor(1) 10-4-12 to 19-0-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 10 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except 61=11a) 9=185, 10=215. Michael S. Magid PE No.53661 MITek USA, Inc. FL Cart 6634 69H Parke East Blvd. Tampa FL 33610 Date: April 16,2019 A WARNING- Vedrydeelgn paremefensand BEAU NOTES ON Mrs AND INCLUDED MITEK REFERANCE PAGE M6747d rel 10Ta2o f 5 BEFORE USE Design valid for use only with MTe& connectors. This design is based only upon parameters shown, and is for an individual building component. not a truss system, Before use. the building designer must verily the applicability of design parameters and properly Incorporate this design Into the ovoroll bulldIngd lgk, Bracing Indicated Is to prevent bucklingoflndivldualtrussweband/or chord members only. Additionaltemporcryondpermanentbrocing ��-��•YWW� Mffek' Is always required for stability and to preventcollopse with possible personal Injury and property damage. For general guidance regarding the fobrlcatlon. storage, delivery, erecNan and bracing of trusses and truss systems. weANSUfPiI Quality Criteria, D3049 and BCSI Building Component SobN Infolmafbllavalloble from truss Plate InseNte. 218 N. lee Street. Suite VA 22314. 6904 Parke East Blvd. Tampa. FL 33610 31Z Alexandria, Joh l �Trms�Truss 683455-WINCHIP-BAIRD �QtyplyT76788083 1 Job Reference (optional) CanutlR rlrel Jouloe, rlant Ully, rL- :RJbb, 624U a Use 62010 MI Iek Industries, Inc. Man Apr 1516:26:44 2019 Scale = 1:48.5 Sx8 = 6.00 F12 2x4 11 34 = 2 3 11 4 3.4 4 1 VZ1 N 9 8 7 6 5 j 3.6 =- 2x4 11 3x4 = 3.6 3x8 = b n VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL 5.611 LOADS IMPOSED BY SUPPORTS (BEARINGS). 10 11-6-8 19-3.0 M4.0.0 ]-fi-8 I 7-8-B Plate Offsets (X,Y)-- [2:0-6-0,0-2-81 [10:0-1-00-2-81 - LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Gdp DOL 4.25 TC 0.62 Vert(LL) -0.07 5-6 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.14 5-6 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.73 Horz(CT) 0.03 10 n/a n/a BCDL 10.0 Code FBC20177rP12014 Matdx-SH Wind(LL) 0.02 6-8 >999 240 Weight: 129 lb FT=20% LUMBER- -BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, 4-10: 2x6 SP No.2 WEBS 1 Row at midpt 4-10 REACTIONS. (Ib/size) 9=698/Mechanical, 10=698/0-3-8 Max Harz 9=79(LC 12) Max Uplift 9=-159(LC 9), 10=-219(LC 9) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-542/295, 23=-685/401, 3-4=-685/401, 5-10=-698/372, 4-5=-630/403, 1-9=-673/380 BOT CHORD 6-8=-323/445 - WEBS 2-6=-109/292, 3-6=-062/411,4-6=-4751797, 1-8=-250/573 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) 0-1-12 to 12-5-13, Interior(1) 12-5-13 to 19-0-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with anyother 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-" 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) Beading at joint(s) 10 considers parallel to grain value using ANSUrPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Qt=11b) 9=159, 10=219. - Michael S. Magid PE No.53681 Mi rek USA, Inc. FL Cart 8634 6904 Parke East Blvd. Tampa FL 33610 Date: April 16,2019 O WARNING -Vedrydes/Snpamrristem end READ NOTES ON THSANO INCLUDED MITEKREFERANCEPAGEN67429ree fN1111VIS BEFORE USE R- Designvalidforuseonlywith design 6 based Only upon parameters shown. and is for an Individual building component not I`7 MMReMconnectors.IIas a truss system. Before use, e building designer must verify the applicability of design parameters and properly Incorporate this design Into Me overall building design. Bracing Indicated is to prevent bucWing of individual mass web and/or chord members only. Addhonal temporary and permanent bracing MOW Is always required far stoloNty and to prevent collapse with possible personal Injury and properly damage, For general guidance regarding fine fabrication, storage, delivery, erection and bracing of trusses and truss systems seeANSUTPi1 Qua �y Creeds, OSIId9 and BCSI Building Component 69M Palle East Bind. Barely Informolbnavallabio from Truss Plate Institute, 218 M We Street. Suite 312. Alexandria. VA 22314, Tampa, FL 33610 Job x Truss Truss Type Oy Ply T167880B4 1683455-WINCHIP-BAIRD G5 Half Hip 1 1 Job Reference o tional =uuunn rn., Juurw, rrem Illy, rL - 01000, a:24Us UDC 5Lu18Mrisxmeusmes.mc. Mon Apr1b16:2a:4b2U1e 5.8 = 6.00 12 2 4x6 4 1 9 a 2x4 11 3A = 2x4 II 3 11 12 7 6 13 3x6 = 3x0 = VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). 6-0-0 [2 M 194-0 3x6 = 4 3x6 = 5x6 II 10 Scale=1:54.0 Plate Offsets(X,Y)- (2:0-6-00-2-81f10:0-1-00.2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.04 5-6 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.09 5-6 >999 240 BCLL 0.0 ' Rep Stress lncr YES WB 0.68 Hou(CT) 0.03 10 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matnx-SH Wind(LL) 0.02 6-8 >999 240 Weight: 1361to FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* BOT CHORD 4-10: 2x6 SP No.2 WEBS REACTIONS. (lb/size) 9=698/Mechanical, 10=698/0-3-8 Max Hoa 9=120(LC 12) Max Uplift 9=-133(LC 9). 10=-222(LC 9) Max Grav 9=698(LC 1), 10=703(LC 2) FORCES. (lb) - Max. CompJMa 1. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-612/322, 2-3=-527/338, 3-4=-527/338, 5-10=-703/407, 4-5- 638/434, 1-9=-645/386 BOT CHORD 6-8=-372/483 WEBS 36=-394/355, 4-6=-458/702, 1-8=-179/519 Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 9-7-8 oc bracing. 1 Row at midpt 4-10 NOTES- 1) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psY BCDL=5.Opsf; h=1511; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extenor(2) 0-1-12 to 14-5-13, Interior(1) 14-5-13 to 19-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= 10.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Bearing atjoint(s) 10 considers parallel to grain value using ANSUrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7).Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (It=lb) 9=133, 10=222. Michael S. Magid PE No.53681 MiTek USA, Inc, FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: April 16,2019 QWARNWG-VeHlyd.lignperamete..dREADNOTES ON TNISAND/NCLUDEOMR£KREF£RANCEPAGEMA74larev.?d D158EFOREUSE Design valid for use only with MRek@ connectors. This design Is based only upon parameters shown, and B for an Inc Mdual bu ding component not a truss system. Before use, me building designer must verity me applicability of design parameters and property Incorporate this design Into me overall bulldingdesign. Bracing lndlcatedIsto prevent bucWhgoflndNidualhuss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always requlred for stability and to prevent. collapse with pos9bie personal hjury and property damage. For general guldonce regarding Me fabrtcoh'on storage: delivery, erection and bracing of muses and onus systems. reeANSVIPl1 Quality Ctttnlo, DSB49 and SCSI Wilding Component 6904 Parke East Blvd. 6nMy Informatlonavallable from Truss Plate Institute. 213 N. Lee Street, Sure 312, Alexandria, VA 22314. Tampa, FL 33810 , Truss Truss Type OlyPly3455-WINCHIP-BAIRD F16B G6 Half Hip 1 1 ionJob Reference (optal _ omloers rirsl source, Mom ury, rL- dzeUb. 9 3x4 II 5xB = 6.00 12 2 Q 8.24US ueC 62018 MI IOXI BGsxrOdJNOA6sgmPBx-hsNSDZ 19-3-0 I 5-8-8 r 2x4 11 316 = 3 12 4 8 7 13 6 14 axe = 3x6 = 3.8 = VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). 8-00 13.E-8 19-3-0 R.n.Y I 3x6 = Ski; II 10 Inc. Mon AOf151828:4520I9 Santa = 1:58.7 Plate Offsets (X,Y)- [1:Edge,0-1-121, [2:0-6-0,0-2-81. (1D:0-1-0 0-2-81 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.12 8-9 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Ven(CT) -0.23 8-9 >981 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.66 Horz(CT) 0.03 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Wind(LL) 0.02 6-8 >999 240 Weight: 145 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* BOT CHORD 4-10:2x6 SP No.2 WEBS REACTIONS. (lb/size) 9=698/Mechanical, 10=698/0-3-8 Max Ho¢ 9=161(LC 12) Max Uplift 9=-118(LC 12), 10= 225(LC 9) Max Gmv 9=698(LC 1), 10=713(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=631/289, 2-3=-402/267, 3-4=-401/268, 5-10=-713/429, 4-5=-644/453, 1-9=-623/366 BOT CHORD 8-9=-311/140, 6-8=-355/479 WEBS 3-6=312/282,4-6=-433/642,1-8=-71/451 Structural wood sheathing directly applied or 2-2-0 oc pudins, except end verticals. Rigid ceiling directly applied or 9-9-2 oc bracing. 1 Row at midpt 4-10.2-6 NOTES- 1) Wind: ASCE 7-10; VUI1=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDlr5.Opsf; h=15f ; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-1-12 to 6-1-12. Interior(1) 6-1-12 to 8-0-0, Extedor(2) 8-0-0 to 16-5-13, Interior(1) 16-5-13 to 19-0-4 zone; cantilever left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) This Iruss has been designed for a 10.0 pat bottom chord live load nenconcurrent 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, with BCDL=10.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 10 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 01=1b) 9=118, 10=225. Michael S. Magid PE No.53601 Mi talk USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 3381D Date: April 16,2019 Q WARNDIG-Vedry Design Pemmeters end READ NOTES ON THIS AND INCLUDED M/TEKREFERANCEPAGEMIN473 he, 16214¢GISBEFOREUSE Design valid for use only with MBek® connectors. This design Is based ony upon parameters shown, and is for on IndWiduol buading component not a Ines system. Before use, me building designer must ved y me applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent bucIding of Individual truss web antl/or chord members any. Additional temporary and permanent bracing Is always mqulred for stab11lty and to prevent collapse vim possible personal edury and property damage. For general guidance regarding me fabrication, storage. delivery, erectlon and bracing of trusses and truss systems. seeANSVTP1I CualMy CdMlb, DSO-09 and SCSI Suldhp Component Safety Infarmalbnovailoble from True Plate Institute. 218 N. Lee Street. Suite 312, Alexandria. VA 22 14. M!Tek' 69N Parke East Blvd. Tampa, FL M610 Job . Truss Truss Type City Ply T76788086 1683455-WINCHIP-SAIRD G7 Half Hip 2 1 Jab Reference (optional) Builders First Source, Plant City, FL-32566, 8.240 s Dec 6 2018 MiTek Industries, Inc. Mon Apr 15 18:28:46 2019 5x8 8 2x4 = 4x6 = 3x4 = 3x4 = 6.00 r12 2 10 3 11 4 ST1.5x8 STP= 3x6 = I Scale =1:56.8 LOADING (pso TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.72 BC 0.62 WB 0.62 Matrix-SH DEFL. in Vert(LL) -0.18 Vert(CT) -0.36 Horz(C) 0.03 Wlnd(LL) 1 (loc) Well Ud 7-8 >999 360 7-8 >553 240 5 n/a n1a 7 >999 240 PLATES GRIP MT20 244/190 Weight: 128 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or4-10-10 oc puffins, 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. WEBS 1 Row at midpt 4-5 REACTIONS. (lb/size) 5=606/0-6-0.8=606/0-4-0 Max Horz 8=147(LC 12) Max Uplift 5=214(LC 9), 8=-77(LC 12) FORCES. (Ib) - Max Conrl Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-589/351, 2-0=434/389, 34=-290/229, 4-5=-564/467, 1-8=-536/397 BOT CHORD 7-8=-290/146, 6-7=-253/331 WEBS 3-7=-312/277, 3-6=496/495, 4-6=-426/537, 1-7=-1731438 NOTES- 1) Wind: ASCE7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf,, BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-1-12 to 6-1-12, Intedor(1) 6-1-12 to 7-4-0, Exterior(2) 7-4-0 to 15-9-13, Intedor(1) 15-9-13 to 16-6-4 zone; cantilever left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 5,8 considers parallel to grain value using ANSUTPI 1 angle to groin formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Its uplift at joint(s) 8 except Qt=lb) 5=214. klichad S. Magid PE No.536B1 MiTek USA, Inc. FL Ced 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 16,2019 QWARNING-Vedlydes/gnperemefe®4nd NEADNOMS ON TN/SAND/NCLUDEOMREKNEFEBANCEPAGEM67M.v. 1O 015BEFONEUSE �■�- Design valid for use only with MOek®connectors. This design Is based any upon parameters shown, and Is for an Individual building component, not a hum system. Before use. the building designer must verity the applicability of design parameters and propef�Y Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of lndMduol hum web and/or chord members only: Additional temporary and permanent bracing MiTek' 4 always requited for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabOCahon, storage, delivery. erection and bracing of Trusses and huss system% saeANSI/IPI I Quality Criteria. DSBd9 and SCSI Building Component Safety Informalbravollable from Truss Plate Institute. 218 N. We Sheet. Suite 312, Alexandria. VA 22314. 69N Peke Seat Blvd. Tampa, FL 33610 Job - Truss Truss Type Dry Ply T16788087 1683455-WINCHIP-BAIRD GB Half Hip 10 1 Job Reference fooConall Builders First Source, Plant City, FL-32566, 8.240 s Dec 62018 Mil Industries, Inc. Mon Apr 1518:28:47 2019 Page 1 ID:b?nHj3WKBGsxrOdJNOA6sgwP8x-eEVCeF5jx 000iU3uCP3gll45XbPMcw9v7LM?ZOOJE L3.4 8-3-0 9-4-G - 16-8-0 -0 3-1IA2 7- 7-4-0 2x4 4x6 = 3x4 � 3x6 = 6.00 12 3 4 12 5 g b.uulle ST1.5x8 STP= 3x4 3x6 = r Scale =1:66.3 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-M Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr VES Code FBC2017TFP12014 CSI. TIC0.65 BC 0.64 WB 0.97 Matrix-SH DEFL, in Ven(LL) -0.17 Vert(CT) -0.35 Horz(CT) 0.03 Wind(ILL) 0.03 (too) Vdefl L/d 8-9 >999 360 8-9 >567 240 6 We Ill 8 >999 240 PLATES GRIP MT20 244/190 Weight: 142 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-10-3 oc bracing. WEBS 1Row at midpt 5-6,2-9 REACTIONS. (lb/size) 6=606/0-6-0.9=60610-4-0 Max Horz 9=188(LC 12) Max Uplift 6= 220(LC 9), 9=-68(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-508/370, 3-4=-363/326, 4-5=-357/341, 5-6=-548/528 BOT CHORD 8-9=-530/373, 7-8=-4521429 WEBS 3-8=-382/293,3-7= 310/431, 5-7=-487/505,2-9=-624/391 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opst h=15ft; Cat. II; Exp B; Encl., GCpi=0.1Q MWFRS (envelope) and C-C Exfedar(2) 0-1-12 to 6-1-12, Inferior(1) 6-1-12 to 9-4-0, Exterior(2) 9-4-0 to 16-6-4zone; cantilever left and right exposed ;C-C for members and tomes 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 par bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 6, 9 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 100 lb uplift at joint(s) 9 except 611=11b) 6=220. Michael S. Magid PE No.53661 Mil USA, Inc. FL Cert 6034 6904 Parke East Bird. Tampa FL 33610 Date: April 16,2019 Q WARNING-V dfytleslgn pmamets..dREAD NOTES ON MIS AND INCLUDED MrEKREFERANCE PAGE 14 .7473rev. 1N132015 BEFORE USE Design valid for use only wIM MmekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not Iva I' a muss system. Before use. Me bu ding designer must verify Me applicability of design parameters and properly incorporate this design into Me overall building tlesign.Bracing Indicated Is to prevent buckling of lndMidual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always requlretl for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding Me fabrication,storage.delivery. erection and bracing of frusses and truss systems. saCANSVIPH Quality CMeda, DSS419 and SCSI 6WdarD Component 6904 Parke East Blvd. Safety Infoenntbmvailable from Truss Plate Institute, 218 N. Lee Sheet, Suite 312, Alexandra, VA 22314. Tampa, FL M610 Job Truss Truss Type Ply T16788088 1683455-WINCHIP-BAIRD HJ1 Diagonal Hip Girder I 1 Job Reference o tional Bureau First source, Plant Urty, FL- 32565, 2x4 II 8.240 s Dec 6 2018 MiTek Industries, Inc. Man Apr 1518:28:47 2019 Page 1 ID:b7nHj3WKSGsxrOdJNOA6sgmPex-eEVCeF5jt OCfliU3uCP3glla5ghPblw9v7LM?zQOJE 2-7-1 2-7-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc). Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.00 2-4 >999 360 TCOL 7.0 Lumber DOL 1.25 BC 0.06 Vert(CT) -0.00 2-4 >999 240 BCLL 0.0 Rep Stress [nor NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matdx-P Wind(LL) 0.00 2 •••• 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.2 REACTIONS. (lb/size) 3=-101/Mechanioal, 2=326/0-10-15, 4=22/Mechanical Max Hoe 2=95(LC 4) Max Uplift 3= 219(LC 19), 2=272(LC 4) Max Gmv 3=199(LC 22), 2=326(LC 1). 4=44(LC 3) FORCES. (lb).- Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. Scale-1:11.4 PLATES GRIP MT20 244/190 Weight: 17 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-1 oc pudins. 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=4.2psf; BCDL=S.Opsf; Irl Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; Lumber.DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Ot=lb) 3=219, 2=272. 6) "NAILED' indicates 3-10d (0.148')3') or2-12d (0.148'x3.25•) toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plt) Vert: 1-3=-54, 2-4=-20 Concentrated Loads (Ib) Vert: 8=83(F=42, B=42) Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 3361D Date: April 16,2019 O WARNING -Verily Oeslgnparametersend READ NOTES ON WISANOINCLUOWMR REFERANCEPAGEM614mmre 1GO32015BEFORE USE Design valid for use only with MTek® connectors. This desgn Is based only upon parameters shown, and Is for an Individual bWOing component, not a truss system. Before use, Me buliding designer must verify the applicability of design parameters and popery Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual muss web and/or chord members only. Additional temporary and permanent bracing WOW 4 always required for stobllliy oral to prevent collapse with posslbie personal Injury and property damage. For general guidance regarding the fabrication storage, delivery, erection and bracing of musses and muss systems seeANSI/1FI7 Quolryy Criteria. PS949 and BCSI Building Component 6804 Puke East Blvd. Safety mformo8er enable mom Truss Plate Institute. 218 N. Lee Street SuBe 312 Alexandria, VA 22314. Tampa, FL 33610 Job ' Truss Truss Type Oty Ply T16788089 1683455-WINCHIP-BAIRD HJ3 Diagonal Hip Girder 2 1 Job Reference tiona0 (oy Builders First Source, Plant City, FL - 32566, 6.240 s Dec 6 2016 MiTek Industries, Inc. Mon Apr 15 18:28:48 2019 Page 1 ID:b7nHj3W KBGsxrOdJNOA6sgmP8x.603brb6UHW3HvHgcbkecl MJVsW 6293NZtWRzOOJD 5 1-10-10 4-2.3 2-9-15 1-10-10 2-3.9 4.24 12 NAILED 3z4 NAILED 3 k 12 2x4 II 2x4 11 13 8 6 5 2x4 _ NAILED NAILED era II 7 2x4 II 3z4 = 1-10.10 42-3 1-10-10 z-as a d Scale = 1:20.4 Plate Offsets IX h-- LEdge 0-1-e1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) VdeU L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Ven(LL) 0.02 7 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(CT) 0.02 8 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.05 Horz(CT) 0.04 6 IVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Wind(L-) -0.03 8 >999 240 Weight: 30 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20.SP No.2 *Except* 3-7: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 REACTIONS. (lb/size) 4=66/Mechanical, 2=315/0-10-15, 6=-19/Mechanical Max Horz 2=118(LC 22) Max Uplift 4=-42(LC 4), 2=-215(LC 4). 6= 87(LC 19) Max Grav 4=66(LC 1). 2=315(LC 1), 6=131(LC 22) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (go) or less except when shown. TOP CHORD 2-3=-369/288 BOT CHORD 2-8= 291/316 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 4, 6 except (jt=lb) 2=215. 6) 'NAILED' indicates 3-1 Did (0.148'x3') or 2-12d (0.148'x3.25') toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 2-8=-20, 5-7=-20 Concentrated Loads (lb) Vert: 12=88(F=44, 8=44) Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6804 Parka East Blvd. Tampa FL 33610 Dale: April 16,2019 Q WARNING- Ver/rydesi i,,wmme(erseed READNOTES ON TH/SANDINCLUDED 4#1rEKBEFERANOEPAGEMM17423rev. ldatar ISBEFOREUSE ` Design valid for use only with Mrtek® connectors. This design is hosed only upon porometeG shown, and Is for an Individual bantling component, not ��• a hum system. Before use, Me bulldIng designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building tleslgn. Bracing indicated is to prevent buckling of Individual huss web and/or chord members only. Adtonoi 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 Me fabrication, storage, delNery. erection and bracing of masses and hum systems seeANSUMII Gusty Offered. DSB49 and BCSI Balding Component 69N Parke East Blvd. Safety Nfotmallanovallable from Truss pate Institute. 218 N. We Street Suite 31Z Alexandria, VA 22314, Tampa, FL 33610 Job Truss, Truss Type Oty Ply T76788090 1683455-WINCHIP-BAIRD HJ6 Diagonal Hip Girder 2 1 Job Reference (optional) „.11—,y, o, w s uec o zu I o Na 1 e6 Inausmes, Inc. man mar 10 1 mea qu Gal 4.24 12 NAILED NAILED 14 2x4 II NAILED 3 NAILED 3x6 13 / 12 2 / 1].21 18 22 an10 d r1 d� n II 8 3x6 = NAILED 2x41�1 3x6 = NAILED 2x411 19 NAILED NAILED 4x6 15 4 NAILED NAILED 16 20 7 NAILED 6 NAILED &4 = Scale=1:23.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.07 7-8 >855 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.14 7-8 >469 240 BCLL 0.0 ' Rep Stress that NO WB 0.41 Horz(CT) -0.01 5 File n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(L-) 0.09 7-8 >714 240 Weight: 471b FT=20% LUMBER - TOP CHORD 2x4 SP No.1 GOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 -Except' 9-11: 2x4 SP No.2 REACTIONS. (Ib/size) 5=84/Mechanical, 8=1309/0-11-5, 7=-24/Mechanical Max Horz 8=168(LC 30) Max Uplift 5=-83(LC 4), 8= 941(LC 4), 7=-38(LC 35) Max Gray 5=84(LC 1), 8=1351(LC 35), 7=144(LC 4) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1327/1745, 3-4=-1317/1776 BOT CHORD 2-9= 1601/1232, 8-9=-1601/1232, 7-8=-410/294 WEBS 3-8=-360/388, 4-7=-380/529, 4-8=-1599/1162 BRACING - TOP CHORD Structural wood sheathing directly applied or 542 oc puffins. BOT CHORD Rigid ceiling directly applied or 4-0-1 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL--5.Opsf; h=15ft; Cat. II; Ex p B; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and night exposed ;.Lumber DOL=1.60 plate grip DOL=1.60 2) Fills 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 5, 7 except 61=1b) 8=941. 7) 'NAILED' indicates 3-1 Od (0.148")3°) or 2-12d (0.148'x33.25°) toe -nails per NDS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 112 Ib down and 54lb up at -1-11-7, and 112 lb down and 541b up at-1-11-7 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-15=-14(F=40), 5-15= 54 Concentrated Loads (lb) Vert: 1=-154(F=-77, B=-77) 13=-281(F=-141, B=-141) 16=42(F= 21, B=-21) 18=64(F=32, B=32) 20=-37(F= 18, B=-18) Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: ADrll 16.2019 0 WARNING - Verity design Pr oas and READ NOTES ON MIS AND INCLUDED MO-EK REFENANCE PAGE RIF7M rev. 1BUSQ015 BEFORE USE Design valid for use only with MlteeD 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 me overall building design. Bracing indicated 6 to prevent buckling of Individual truss web and/or chord members only.. Additional temporary and permanent bracing r .\ MiTek' b always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding me fabrication, storage. dellvery, erection and bracing of trusses and huss systems. seeANSUIPi1 GualNByy C1BeM, DS349 and SCSI Building Component Safety InfoannNonovoroble from Truss Plate Insfitule. 218 N. Sheet 69N Parke East Blvd. Tampa, Lee Sulte312. Alexontlrlo. VA 22314. FL 33610 Job Truss Truss Type pry Ply T16788090 1683455-WINCHIP-BAIRD HJ6 Diagonal Hip Girder 2 1 Job Reference (optional) Uun0els H W Source, Plant Gity, FL- 32566, 8.240 s Dec 6 2018 MiTek Industries, Inc. Mon Apr 15 18;28:49 2019 Page 2 ID:b7nHj3WKBGsx OdJNOA6sgmPBx-addz3x7zTaewu3stAJFt8FN3CuBVtPuCcDcSRtzOOJC LOAD CASE(S) Standard Trapezoidal Loads (plq Vert:2=-54(F=-27, B=-27)-to-17=-66(F=-33, B=-33), 17=20(F=10, B=10)-to-9=-3(F=-1, B=-1), 9=-23(F=-1, B=-1)-to-6=-129(F=-55, 6=-55), 1=-38(F=-9, B=9)-10-21=-86(F=-33, B— 33), 21=0(F=10, B=10)-to-10=-28(F=-4, B=-4) QWARNING-Vedlydeslgn munsfersandREAD NOTES ON MMANONCLUOEOMR KREFERANCEPAGEM674TJmx taOS42015SEFOREUSE. valid for use only with Mil connectors. A6 design Is based only upon parameters shown, and Is for an IndNiduol buNding component, not rat a truss System. Before use, Me buflding designer must verity Me applicabllity, of all parameters and property Incorporate this cil Into the overall bullding design, Bracing Indicated is to prevent buckling of Individual huss web and/or chord members only. Additional temporary and permanent bracing MiTek' IS always requlredfor stability and to prevent collapse with possible personal Injury and property damage. For general guldonce regarding Me fabrication, storage. delivery. erection and bracing of hums and truss systems seeANSVIPII Gu dMyCMedu, DS549 and BCSI Wldhg Colr POnOnt e9M Parke East Blvd. Safety Informalbmrvallabie from Truss Rate Institute, 218 N. Lee Sheet. Suite 312. Alexonddc VA 22314. Tempa, FL 33810 Job Truss Truss Type at Ply T16788091 1683455-WINCHIP-BAIRD HJ7 Diagonal Hip Girder 3 1 Job Reference (optional) owwers First Source, rlam lily, FL - a2bbb, u24u s Uec 6 Zulu MI tax meusmes, Inc. Mon Apr lb 1u26:bu Zulu Vage 1 ID:b?nHj3WKBGsxrOdJNOA6sgmP8x-2pBLGG7cEumnW CO3kOm6h5wGplZPcu?MdM?ZKzOOJB -2-9-15 5-1-9 9.10.1 2.9.15 —i 5-1-9 4-8-7 I. Scale: 12'=I' 4 NAILED la NAILED 13 - — - - 4124' 12 3x4 G NAILED NAILED 3 12 o m 19 NAILED NAILED 3x6 = 1 2x4 II 2 6 2x411 6 6' 14 15 16 6 L S 1 NAILED NAILED 2x4 NAILED 5 3x4 = NAILED NAILED NAILED 2x4 11 5-1-9 9-la-1 5-1.9 4-8.7 ' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.07 2-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.06 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO WE 0.29 Horz(CT) 0.01 6 n1a n/a BCDL 10.0 Code FBC20177TPI2014 Matrix-SH Weight: 491b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 REACTIONS. (lb/size) 4=119/Mechanical, 2=486/0-10-15, 6=247/Mechanical Max Hom 2=199(LC 4) Max Uplift 4=-102(LC 4), 2=-227(LC 4), 6=-60(LC 8) Max Grav 4=119(LC 19), 2=536(LC 35), 6=275(LC 35) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (M) or less except when shown. TOP CHORD 2-3---698/106 BOT CHORD 2-7= 196/549, 6-7=-196/549 WEBS 3-7=0/258, 3-6=-593/211 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ile uplift at joint(s) 6 except 61=11b) 4=102, 2=227. 6) "NAILED" indicates 3-10d (0.148'x3')'or 2-12d (0.148'x3.25') toe -nails per NOS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=.54, 2.5— 20 Concentrated Loads (M) Vert: 11=88(F=44, B=44) 13= 36(F=-18, B=-18) 16=-36(F=-18, B=-18) Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cart 6634 6984 Parke East Blvd. Tampa FL 33610 Date: April 16,2019 Q WARNING -Verity desrgnaammeteraend READ NOTES ON THIS AND INCLUDED MIrEKREFERANCEPAGEMI47473 rev. 1NUN2015DEFORE USE. Design valid for use only with Mmeka,connectors. This design is based only upon parameters shown, and is for on Individual building component, not a truss system. Before use. Me building designer must verity Me applicability of design parameters and properly Incorporate fits design Into Me 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 wiM possible personal Injury and property damage. For general guidance regarding Me fabrication storage, delivery, erection and bracing of trusses and teas systems. seeAN51/Rll CualMMyy CdMM, D$B-0g antl BCSI BWtlhp Componrnl Safety hformallanavoiloble from Truss Rate Institute, 218 N. Lee Street. Suite 312, Alexandra. VA 22314. �f •yYt'J MiTek' 6904 Parke East Blvd. Tampa, FL 33610 Truss Truss Type Ory Ply r83 T16788092455-WINCHIP-SAIRD HJ71 Diagonal Hip Girder 1 1 Job Reference (optional) Builders First Source, Plant City, FL- 32566, 8.240a Dec 62018 MiTek 15 18:28:51 2019 Bass=1:23.1 6.8-12 2-7-11 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.06 2-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.08 2-7 >999 180 BCLL 0.0 ' Rep Stress [nor NO WB 0.15 Horz(CT) -0.01 4 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matil Weight: 51 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 REACTIONS. (lb/size) 4=35/Mechaniral, 2=469/0-9-13, 6=312IMechanical Max Hoe 2=192(LC 4) Max Uplift 4=-62(LC 22), 2=-224(LC 4), 6=-132(LC 8) Max Grav 4=45(LC 19), 2=511(LC 35), 6=336(LC 35) FORCES. (lb) - Max. Comp./Max Ten. -All forces 250.(lb) or less except when shown. TOP CHORD 23=-975/251 BOT CHORD 2-7=-319/840, 6-7=-331/834 WEBS 3-6=811/311 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-8-10 oc puffins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsh h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 3)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joints) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joints) 4 except Qt=lb) 2=224, 6=132. 7)'NAILED" indicates 3-1Od (0.148')3') or 2-12d (0.148')0.25*) toe -nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-4=-54, 2-5=-20 Concentrated Loads (Ib) Vert: 11=88(F=44, B=44) 13= 36(F=-18, B=-18) 16=36(F=-18, B=-18) Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cell 6634 6904 Parke East Blvd. Tampa FL 33010 Dale: April 16,2019 0 WARNING- Ved/ydss/9aparametersend READ NOTES ON THISAND INCLUDED MREKREFERANCE PAGEM&747arev. la'032a1S BEFORE USE Design vend for use only with Mask® connectors. This design a based only upon parameters shown, and Is for an Inc Mdual building component, not a tnrsssystem. Before use, tine building designer must verity the applicability of design parameters and properly Incorporate this design into the overall bulldingdeslgn. Bracing Indicated k to prevent buckling of Individual hum web and/or chord members only. Addlonaltemporcrycndpermonentbrocing rL �� ryt(Tek' Is always required for staff and to prevent collapse with possible personal Injury and property damage. For general guidance regarding Me fabrication, storage, delivery, erection and bracing of trusses and huss systems, seeMil iI QuolMMyy Cmrrib, DS549 and BCSI luldkig Component Safety erformalbravotable from Truss Rate Institute. 218 N. Lee Sheaf Suite 312, Mexontlrlc. VA 22314. 69N Parke Ent Blvd. Tampa, FL 33610 Job Truss Truss Type City ply T16788093 1683455-WINCHIP-BAIRD HJ72 Diagonal Hip Girder 1 1 Jab Reference (optional) omlaers mrsl source, ream ury, rL- aanob, mz4u a uec b 4u1n m ,ex mausmes, mc. 10 l n:2a:n4 Zu 5 NAILED NAILED 4.24 12 3x4 G 15 NAILED NAILEDcr NAILED 3.4 9 3 m v 3x4 = 3 2x4 II 2 4 2x4 II 6 16 9 7 e e 3x6 = NAILED 18 6 2x4 II NAILED 8 NAILED NAILED 5x6 = NAILED NAILED 3x4 = LOADING (pal) SPACING- 2-0-0 CSI. DEFL, in (loc) Vdetl Ud TOLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.18 7-8 >613 360 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.37 7-8 >302 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.16 Hoa(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Wind(LL) -0.14 7-8 >826 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-8: 2x4 SP No.3, 6-8: 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 REACTIONS. (lb/size) 5=94/Mechanical, 2=480/0-10-15, 7=271/Mechanical Max Horz 2=199(LC 4) Max Uplift 5=-73(LC 4), 2=-21l(LC 4), 7=-51(LC 8) Max Gran, 5=94(LC 1), 2=522(LC 35), 7=295(LC 35) FORCES. (Its) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-866/175, 3-4=-348/0 BOTCHORD 2-9=-144/663 WEBS 4-7=-256/151 PLATES GRIP MT20 244/190 Scale=1:33.5 Weight: 581b FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 no bracing, Except: 6-0-0 no bracing: 2-9. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2ps1; BCDL=S.Opsh h=15ft; Cat. II; Exp B; Encl., GCpi=0.16; MW FRS (envelope); cantilever left and fight exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) n/a 3) This truss has been designed for a 10.0 pat bottom chord live load nonconcumant 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 muss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10016 uplift at joints) 5, 7 except (t=lb) 2=211. 7) 'NAILED' indicates 3-1 Old (0.148'x3') or 2-12d (0. 1 48'x3.25') toe -nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-54, 2-9=-20, 6-8=-20 Concentrated Loads (Ib) Vert: 13=88(F=44, B=44) 15=-20(F- 10,B=-10) 17=15(F=8, B=8) 18=-59(F=-30, B= 30) Michael S. Magid PE No.53681 Mi rek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 16,2019 eL WARNING- Vedlydesrgnparsmetersend READ NOTES ON THIS AND INCLUDED NREKREFER4NCEPAGEs1X74x3 rev. irINYADISBEFOREUSE. Design valid for use only with MgekO connectors. The design Is based only upon parameters shown, and Is for an Individual building component, not a huv system. Before use. the bull designer must verify the oppllcobllity, of design parameters and properly Incorporate this design Into the overall bulldingdeslgn. &acing Indicated Is to prevent bucklingofhdMdudtusvweband/or chord members only.. Additional temporary and permanent bracing Fop• M)Tek* Is always required for stabilityand to prevent collapse with possible personal Wury ontl property damage, For general guidance regarding the fabrlcanon, storage. delivery. erection and bracing of trusses and muss systems. seeANSVrPII Quality CMuN. DS549 and BCSI buldbp Component 6904 Parke East Blvd. Safely Infonna8prpvanoble from Truss Rate Institute. 218 N. Lee Sheet Suite 312, Alexandrim VA 22314, Tampa. FL 33610 Job Truss Truss Type Dry Ply T16788094 1683455-WINCHIP-BAIRD HJ73 Diagonal Hip Girder 1 1 Job Reference (optional) Huilaers First bource, Plant City, FL- 32566, 8.240 s Dec 62018 MiTek Industries, Inc. Mon Apr 1518:28:53 2019 Page 1 ID:b4nHj3W KBGsxrOdJNOA6sgmP8x-SOsUvIAUXpBLNg9eP9JpJ5Ym3WbdplpoXrafaezOOJB -2-9.15 1-10.10 6.840 9-1IF 2.9.15 1 1-10.16 4.10-6 3-14 NAILED NAILED2x4 4.24 12 II NAILED NAILED 4 NAILED NAILED 17 3x8 i 3x4 = 3 2x4 I 16 2 2x4 II a.d 11 3xS- 2x4 II 9 10 0 4x10MT20HS= 2.4 II N NAILED NAILED NAILED NAILED g 7 6 3x6 = 2x4 II NAILED 7-10-10 6.8-10 7.6-2 9-10.7 1-10-10 4.10-D -9- 2.3.15 Scale =1:49.6 Plate Offsets _(X Y)-- 12:0-0-5 Edoel 15:0-2-14 0-0-81 19:0-2-12 0-2-01 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.03 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Ved(CT) -0.05 9-10 >999 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.09 Hom(CT) 0.02 7 rJa n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 83 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-10: 2x4 SP No.3, 4-8: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 9-15: 2x4 SP No.2 OTHERS 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Bruce at Jt(s): 15 REACTIONS. All bearings Mechanical except (jt=length) 2=0-10-15, 8=0-9-2. (Ib) - Max Harz 2=196(LC 22) Max Uplift All uplift 100 lb or less at joint(s) 7, 5 except 2= 182(LC 4), 8- 158(LC 8) Max Gmv All reactions 250 lb or less at joint(s) 7, 5 except 2=390(LC 35), 8=425(LC 35) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-696/357 BOT CHORD 2-11- 302/510, 8-9- 379/177, 4-9= 275/212 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=5.Opsh, h=15f ; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and fight exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M 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 1001b uplift at joint(s) 7, 5 except (jt=1b) 2=182, 8=158. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8) 'NAILED' indicates 3-1 Od (0.148°x3') or 2-12d (0.148'4.25') toe -nails per NOS guidlines. 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 Uve (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-5=-54, 2-11=-20, 9-10=-20, 6-8- 20 Concentrated Loads (lb) Vert: 9=-30(F)4=-39(F=-10,B=-29) 16=88(F=44, B=44) 19=15(F=8,B=8) Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 3381D Date: April 16,2019 Q WARNING-VerilxdestIjerar mefefaend READ NOTES ON THISANDINCLUDED MREKREFERANCEPAGEMp7473.v. 101413camlSBEFORE USE. e' Design valid for use only with WOO connector. This design Is based any upon parameters shown, and Is for an IndNidual building component, not a truss system. Before use, the b W ding designer must verity the applicability of design parameters and properly Incorporate this design Into the overall bulldingdo4n.Br&Ing hdicoted is to prevent buckling of Inc Mdual hussweb and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse Wth possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. seeANS171pll QUc" Criteria. DS549 and BCSI Building Component 6904 Parke East Blvd. Saby hslormatbrpvo0o01e from Truss Plate InsflNte. 218 N. Lee Sheet Sulte312, Alexonddo. VA 22314. Tampa, FL 33610 Job Truss Truss Type OtY Ply T16788095 1683455-WINCHIP-BAIRD K1 Half Hip 1 1 �J.b Reference (optional) Ounces rma aaurce, ream any, rL-'J'ebaa, i s Uec 6 2018 MITek Industries, Inc. Mon Apr 15 18:28:54 2019 Page 1 3x6 2x4 = 6.00 12 4.6 = 3x4 = 3x4 = 2 3 5 4 14 13 2x4 11 2x4 II 2x4 = 19 N 6 5 20 II 3x6 II Scale = 1:60.7 LOADING (pst) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/rP12014 CSI. TC 0.53 BC 0.32 WB 0.71 Matti DEFL, in Ved(LL) -0.03 Vert(GT) -0.05 Horz(CT) -0.08 Wiral 0.02. (loc) Ildefl L/d 9-10 >999 360 9-10 >999 240 5 n/a n/a 9-10 >999 240 PLATES GRIP MT20 244/190 Weight: 152 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.2 *Except* except and verticals. 11-13,6-8: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at all 4-5, 1-14, 3-10 REACTIONS. (Ib/size) 5=590/Mechanical, 14=590/Mechanical Max Hoa 14=102(LC 12) Max Uplift 5=-211(LC 9), 14=-89(LC 9) FORCES. ill -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-364/240, 2-3=-272/288, 3-4=-297/237, 5-7=-563/428, 4-7=-542/437, 12-14=-545/322,1-12=.543/346 BOTCHORD 9-10=-237/297 WEBS 1-10=-143/384,3-9=-304/399, 4-9=-412/512 NOTES- 1) Wind; ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL= 4.2pst BCDL=5.Opsf; h=15ft; Cat. II; Exin B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) 0-1-12 to 13-7-5, Intefior(1) 13-7-5 to 16-1-4 zone; cantilever left and fight exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water parading. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= 10.0psf. 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) 14 except 01=11b) 5=211. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cart 6834 6984 Parke East Blvd. Tampa FL 33610 Date: April 16,2019 ,& WARNING- NM), design pammetem end RMO NOTES ON THIS AND INCLUDED MITEKREFERANCEPAGEMO-7477rev. 101Aa2O15BEFOREUSE Design valid for use only with MBelsfe connectors. This tlesign is based only upon parameters shown, and is for an lntllvltlual bWOing component.not a tmss system. Before use, me building designer must vedf the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated b to prevent buckling of lntllvltlual truss web and/or chord members only. Additional temporary and permanent bracing IS always required for stcbflhy and to prevent collapse with possible personal lnlury and property damage. For general guidance regarding the fabAcatlon, storage. delivery, erection and bracing of busses and thus systems, seeANSVTFII Guallry Celesta, DS5-09 and BC51 building Component Saby Infmmalbmvalloble from Truss Plate Institute. 218 N. Lee Sheet, Suide 312. Alexandda, VA 22314. ��i��•YWW� MiTek' 69M Parke East Blvd. Tampa, FL 33610 Job - Tn1ss Truss Type City Ply T76788096 1683455-WINCHIP-BAIRD K2. Roof Special 1 1 Job Reference (optional) Builders First Source, Plant City, FL- 32566, 8.240 s Dec 6 2018 MiTek Industries, Inc. Mon Apr 1518:28:55 2019 Page i ID:b7nHj3W KBGsxrOdJNOA6sgmP8x-PrL-EJ_Bk3QO3c_J1XaMHOWd9fJICH9U5_93meXzOOJ6 3-1-e 4-9-8 &3-8 10-5-11 13-7-8 16-3.0 3-1-8 1-8-0 3-0.0 1-2-0 7.2.0 3-2-0 2-7-8 6.00 FIF 5x8 = 30 = 3x4 13 u 5 3-1-e 4.9-8 &7-B 10.5-8 13-7-8 16.3.0 3-1-8 7-8-0 &4.0 2-4-0 r 3-2--0 2-7-8 3x4 = Scale=1:49.7 Plate Offsets (X Y)-- (2:0-6-0 0-2-81 13:0-2-00-1-151 r15:0-2-0 0-3-15) LOADING (pst) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.04 9-10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Ved(CT) -0.08 9-10 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.27 Horz(CT) 0.09 5 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-SH Wind(LL) 0.03 9-10 >999 240 Weight: 149 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 -Except' 10-12,6-8: 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (lb/size) 5=590/Mechanical, 13=590/Mechanical Max Horz 13=61(LC 12) Max Uplift 5=-199(LC 9), 13=-124(LC 9) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-285/1BB, 2-3=-377/247, 5-7= 562/353, 13-14=-545/329, 1-14=-566/341 BOT CHORD 8-9=-247/377, 7-8=-251/376 WEBS 2-11= 296/205,3-7=-535/356, 1-11=-219/452 Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-M oc bracing, Except: 6-0-0 cc bracing: 12-13. 1 Row at midpt 4-5, 3-7. 1-13 NOTES- 1) Wind: ASCE 7.10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) 0-1-12 to 9-1-8, Interior(1) 9-1-8 to 16-14 zone; cantilever left and right exposed ;C-C for members and tomes & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water porting. 3) All plates are 2x4 MT20 unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to,girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except at=lb) 5=199, 13=124. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 16,2019 QWARNING-Vedlyd4dgnparameferaend READNOIFS ON TN/5ANDWCLUDEDMRKREFFAANCEFAGEM674"mK 10,12320156EFOREUSE ♦�■■ Deslgn valid for use only with Mneklaconnectors. This design Is based only upon parameters shown, and h for an Individual building component not a truss system, Before use, the building designer must verity me oppllcabllity, of design parameters and property Incorporate mis design Into the overall buHding design. Bracing Indicated is to prevent buckling of indlvldual fuss web and/or chord members only, Addltlonal temporary and bracing permanent Is always required for stabllity and to prevent collapse with possible personal hjury and property damage. For general guidance regarding the MiTek' fabrication, storage,delivery, erection and bracing of fusses and fuss systems, seeAN$VtPlt Quality Crieria,DS8-09 and BC316ulding Component 69M Parka East Blvd. Safety infoanancrtwalloble from Truss Rate Institute. 218 N. Lee Street, Suite 312. Alexandda. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T16788097 1683455-WINCHIP-BAIRD K3 Roof Special 1 1 Jab Reference (optional) Builders First Source, Plam City, FL - 32566, 8.240 s Dec 6 2018 MiTek Industries, Inc. Mon Apr 15 18:28:56 2019 Page 1 ID:b4nHj3W KBGsxrOdJNOA6sgwP8x-tzYcXKCMgkWwE8uD4HtWwjAlYlgmOa5EDpPJBu00J5 1-1-B 49.8 I fi-1-B H &&8 f 72-5-8 it&7-B 16 o 1-1-8 3.8.0 1-0.0 3.2-0 3-2-0 1-2-0 2-7-8 4x6 = S.OD F12 3x6 17 16 9 8 1-1-8 4-9-8 fi-125 9.3.8 12-5-8 13-7.8 1fi-3-0 Ivt-eI ae-o I to-n I a.an I a2-n Ita.n �2a-a � Scale-1:55.0 Plate Offsets (X,Y)- (2:0-3-0.0-2-01 LOADING (pso SPACING- 2-0-0 CS1. OEFL. in (loc) I/defl . Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.06 11-12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.1111-12 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.38 Horz(CT) 0.08 8 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-SH Wind(LL) 0.01 12-13 >999 240 Weight: 1541b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except` 14-16,9-11: 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (Ib/size) 8=590/Mechanical, 17=590/blechanical Max Hom 17=44(LC 12) Max Uplift 8=-132(LC 13), 17=-133(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-380/227, 3-4=-399/246, 4-5=-365/212, 5-6=-412/230, 8-10=-559/318, 6-10=-519/333, 15-17= 544/348 BOT CHORD 12-13=-246/386 WEBS 3-13=-260/196, 6-12- 1861326, 2-15= 572/381, 2-13=-205/446 Structural wood sheathing directly applied or 6-0-0 oc pudin, except end verticals. Rigid ceiling directly applied or 10-M oc bracing, Except: 6-0-0 oc bracing: 8-9. 1 Row at micipt 7-8, 1-17 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opst h=15N; Cat. II; Exp B; Encl., GCpI=0.1$ MW FRS (envelope) and CC Extedor(2) 0-1-12 to 6-", Interior(l) 6-1-8 to 9-3-8, Exterar(2) 9-3-8 to 12-5-1, Intedor(1) 12-5-1 to 16-1-4 zone; cantilever left and right exposed ;CC for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pounding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) 8=132, 17=133. 9) Graphical pudin representation does not depict the size or the orientation of the pudin along the lop and/or bottom chord. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cad 8634 6604 Parke East Blvd. Tampa FL 33610 Date: April 16,2019 AWARNING-VixNydesl9npao,nemrsand READ NOTES ONTHISAND INCLUDED affirEarREFEANINCEPAGEMX74"mx lMti20158EFOBEUSE valid for use only wim MBeI� connector. This design a based only upon parameters shaven. and 6 for on Individual building component. not NMI' a hum system. Before use, me bustling designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bmchg Indicated is to prevent buckling of hdNldual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for sloblihy and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, calvary, erection and bracing of trusses and hum systems seeANSIAPII QwdMyCdtedo, DSB-69 and SCSI hustling Component 69M Parke East BNd. Sahli Infonnalbmvalloble from Truss Rate Institute. 218 N. Lee Sheet. Si Alexontlrio. VA22314. Tampa. FL 33610 Job Truss Tmss Type Oty Ply T16788098 1683455-WINCHIP-BAIRD K4 Roof Special 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 8.240 s Dec 6 2018 MiTek Industries, Inc. Mon Apr 15 18:28:57 2019 46 = 6.00 12 15 14 8 7 9-3-e 13-]-8 i6-3-0 4.9-8 4-6-0 4-'a 2-]-8 Scale=1:55.0 Plate Offsets (X,Y)- f13:0-4-8 0-1-81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.93 Vert(LL) -0.14 11-12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.28 11-12 >683 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.40 Horz(CT) 0.12 7 n/a n/a BCDL 10.0 Code FBC2017(rP12014 Matrix-SH Wind(LL) 0.0311-12 >999 240 Weight: 1311b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* 12-14,8-10: 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (Ib/size) 15=590/Mechanical, 7=590/Mechanical Max Horz 15=-42(LC 8) Max Uplift 15=-136(LC 12), 7=-119(LC 13) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 13-15=-539/346, 2-3=-439/245, 3-4=-416/249, 4-5=-580/386,7-9- 560/311, 5-9=-530/321 -. BOT CHORD 12-13=-245/335, 11-12=-263/349 WEBS 2-13=526/336,5-11=145/322 Structural wood sheathing directly applied orb-0-0 oc puriins, except end verticals. Rigid ceiling directly applied or 10-0-0 0o bracing, Except: 6-0-0 oc bracing: 7-8. , 1 Row at midpt 6-7 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124ni TCDL=4.2psf; BCDL--5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) 0-1-12 to 4-1-8, Interior(1) 4-1-8 to 9-3-8, Exterior(2) 9-3-8 to 14-5-1, Interior(1) 14-5-1 to 16-1-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water parading. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcument with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=136,7=119. 9) Graphical pudin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. Michael S. Magid PE No.53681 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 3361D Date: April 16,2019 ,&WARNING-VaroydesIh,Namelersand READ NOTES ON TNISANDINCLUOEDMREKREFERANCEPAGEM&74"mv. RAX1,2015BEFORE USE �wR Deslgnvalidfor use onlywlm Mnelk6connectors. This design is based only upon parametersshown, and is for on Individual bustling component not ri.�1Y{al`i a muss system. Before use, the butdIng designer must verfy the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of lndMdual fuss web and/or chord members only., Adaklonal temporary, and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regading the fobtication, storage, dellvery, erection and bracing of fusses and puss system& seeANSVIPl1 Quality Cdbrla, DSE-09 and 6CSI Building Compon'm 6904 Parke East Blvd. $ahry IIIlorrrra11an3volloble mom Truss Plate Imkmte. 218 N. Lee Sheet, Suite 312. Alexandra. VA 22314. Tamp., FL 33610 Job Truss Truss Type pry Ply T76788099 1683455-WINCHIP-BAIRD K5 Root Special 2 1 Job Reference (optional) builders First bource, Plant Ulty, FL-32566, 8.240 a Dec 62018 MiTek Industnes, Inc. 15 18:28:58 2019 Page l d 2x4 = 3: 46 = 4 16 3.4 II ST1.Sx8 STP= ST1.5x8 STP= 2x4 II 3x4 = 6xB = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.14 9-10 >656 360 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.23 9-10 >389 240 BCLL 0.0 ' Rep Stress [nor YES WB 0.16 Horz(CT) 0.10 8 n/a No BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Wind(LL) 0.05 13 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* 2-12,3-11,5-8: 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (lb/size) B=480/0-7-0, 11=652/0-7-0, 1=214/0-3-0 Max Horz 1=148(LC 12) Max Uplift 8=-130(LC 13), 11=272(LC 12). 1=-24(LC 13) Max Grav B=490(LC 24), 11=683(LC 19), 1=214(LC 23) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOPCHORD 1-2=-284/115 BOT CHORD 1-13=-242/271, 10-11- 548/338, 3-10=-341/394, 8-9=-387/330, 5-9=-225/301 Scale=1:6B.8 PLATES GRIP MT20 2441190 Weight: 1421b FT=20% Structural wood sheathing directly applied or 6-0-0 oc puffins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Row at midpt 4-10. 4-9 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; Ii 5f ; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-1-8 to 6-1-8, Interior(1) 6-1-8 to 11-6-0, Exterior(2) 11-6-0 to 17-6-0. Interior(1) 17-6-0 to 18-3-12 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed fora 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 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Its uplift at joint(s) 1 except 61=11b) 8=130, 11=272. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: April 16,2019 ,&WARNING-Verifydeelgnpmmrietersend RF NOTES ON DINS AND WCLUUEDMREKREFERANCEPAGEM67m..'. IaID ISS£FORE USE. Deslgn valid for use only with MBek® connectors. This design Is based only upon parameters shown, and a for on Individual building component, not a truss system. Before use, the building designer must verify me applicability of design parameters and properly Incorporate this design Into the overall bulltlingdeslgn. Bracing Indicated Is to prevent buckling ofIndividual hussweband/or chord members only.. Additlonoltempororycndpermcnentbrocing MiTek' Is always required for stoblllty and to prevent collapse with possible personal injury and property damage. For general guidance regarding me fabrication. storage, dolvery. erection and bracing of trusses and buss systems. seeANSIRPI I Qua ft CMnN, DS349 and SCSI Bultlbp Component 69M Parke ass Blvd. Safety Infermatbmvatabie from Truss Plate Institute, 218 N. We Sheet State 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oly ply T16788100 1683455-WINCHIP-BAIRD K6 Roof Special 1 1 Job Reference (optional) Builders First Source, Plant City, FL- 32566, 8.240 s Dec 62018 MiTek Industries, Inc. Mon Apr 1518:28:59 2019 Page 1 ID:b7nHj3W KBGswOdJNOA6sgmP8x-HYDI9LEF7fuV5bcomPODYMorgwYaDvXhvmlznlzOOJ2 1 ,1-0-a ]-11-0 11-6-0 - 16-7-0 21,11 23-e-0 5-0 3x4 II ST1sx8 STP= 6x8 = 1� 44 = Scale = 1:68.8 LOADING (ps' TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Inor YES Code FBC2017/TP12014 CSI. TC 0.48 BC 0.95 WB 0.46 Matrix-SH DEFL Ved(LL) Vert(CT) Horz(CT) Wind(LL) in (too) Well L/d -0.13 11-12 >999 360 -0.21 11-12 >865 240 0.06 13 we n/a 0.06 9 >999 240 PLATES MT20 Weight: 148 lb GRIP 244/190 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP N0.2 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing, Except: 2-14,3-13: 2x4 SP No.3 5-2-11 oc bracing: 12-13 WEBS 2x4 SP No.3 8-8-0 cc bracing: 7-8. 2-2-0 cc bracing: 8-10 WEBS 1 Row at midpt 4-12 REACTIONS. (Ib/size) 7=526/0-4-0, 13=969/0-7-0, 1=198/0-3-0 Max Horz 1= 94(LC 8) Max Uplift 7=-156(LC 13), 13=-258(LC 12), 1=-62(LC 13) Max Grav 7=531(LC 24), 13=969(LC 1), 1=209(LC 23) FORCES. (lb) -Max. Comp./Max. Ten. -All fames 250 (lb) or less except when shown. TOP CHORD 1-2= 277/199, 4-5=-477/460, 5-6=481/295, 6-7=-816/466 BOT CHORD 1-15=-205/265, 12-13=829/448, 3.12=-342/399, 10-11=-218/335, 7-8=-428/731 WEBS 5-11=-331/389, 4-12=-463/124, 4-11=-349/521 NOTES- 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsl; h=15tt; Cat. II; Exp B; Encl., GCpl=0.18; MW FRS (envelope) and C-C Exterior(2) 0-1-8 to 6-1-8. Interior(1) 6-1-8 to 11-6-0, Exterior(2) 11-6-0 to 17-6-0, Intedor(1) 17-6-0 to 22-10-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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, with BCDL= IO.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 7=156, 13=258. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: April 16,2019 Job Truss Tnus Type Oty Ply , T16788101 1683455-WINCHIP-BAIRD K7 Hip 1 1 Job Reference (optional) bounce, F'lam Lily, FL-32566, 8.240 a Dec 6 2018 MiTek Industries, Inc. Mon Apr 1518:29:00 2019 Page 1 ID:b?nHj3WKBGsxrOdJNOA6squP8x-Ikn7NhFtuzOMjlB J7xS5ZK?kKywyLkgBOnXKIzOOJ1 12ao 2anto 3x6 = 3x6 = 3x4 = 567 ST1.5x8 STP= &B = tea as 2soa b� F7.8 7D��9 111a 1 d &60 1�Oa1 bttA Scale: 3116'=l' Plate Offsets(X,Y)-- 12:0-2-80-1-81 f5:0-3-00-2-0117:0-3-00-2-01- LOADING (pa' SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC0.52 Vert(LL) -0.12 16-17 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.20 16-17 >888 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.53 Horz(CT) 0.05 18 rda n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Wind(LL) 0.04 14 >999 240 Weight: 1601b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 3-19.4-18: 2x4 SP No.3 5-7-8 ac bracing: 17-1 S. WEBS 2x4 SP No.3 10-0-0 oc bracing: 13-15 OTHERS 2x4 SP No.3 REACTIONS. All bearings 0-4-0 except (jt=length) 18=0-7-0, 11=0-0-9,2=0-3-0. (lb) - Max Ho¢ 2=109(LC 11) Max Uplift Ali uplift 1001b or less atjoint(s) except 10=-250(LC 13), 18=214(LC 12), 11=-129(LC 20), 2=-105(LC 12) Max Grav All reactions 2501b or less at joint(s)11 except 10=814(LC 24), 18=911(LC 1). 2=349(LC 23) FORCES. (lb) -Max. Comp./Max. Ten. -All foxes 250 (Ib) or less except when shown. TOP CHORD 2-3=-251/115, 4-5=-116/339, 5-6= 91/316, 6-7=-378/503, 7-8=-452/535, 8-9=-469/343, 9-10=-503/280 BOT CHORD 17-18= 790/407, 4-17=-347/429, 10-13- 186/407 WEBS 8-16- 301/399, 6-17=-415/55, 6-16=-354/466 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsh h=151t; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2)-1-11-3 to 4-0-13, Interior(1) 4-0-13 to 11-0-0, Exterior(2) 11-0-0 to 20-5-13, Interior(1) 20-5-13 to 24-11-3 zone; cantilever left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are 2x4 MT20 unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument 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 at joints) 11. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2501b uplift at joint 10, 214lb uplift at joint 18, 1291b uplift at joint 11 and 105111 uplift at joint 2. 9) Beveled plate or shim required to provide full beading sudace with truss chord at jolm(s) 11. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cart 6034 6904 Parka East Blvd. Tampa FL 33610 Date: April 16,2019 AWARNWG-Ver/ydesign paramefsnand READ NOTES ON THISANO INCLUDED MBEKREFERANCE PAGE MX74M.V.. himalo15BEFOREUSE Design valid for use only with vi connectors. Ibu design Is based only upon parameters shown, and Is for an IndNbual building component not a truss system. Before use, me building designer must verity the applicability of design parameters and properly Incorporate mis design Into the overoll bulldingdoslgn. BrocingIndicated Istoprevent bucklingofIndividual trues web and/or chord members only. ,Additional temporary and permanent bracing u always required for stoically and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication. storage, delivery, erection antl bracing of trusses antl truss systems, seeANSUIPIt Cua1My Chub, DSB49 and 6CSI Binding Component Safely Infotmatbrpvallable from Truss Plate Institute, 218 N. We Sheet Sulfa 312. Alexandrl¢ VA P22 114. MiTek' 69p4 Parke East Blvd. Tampa. FL 33610 Job Truss Truss Type Oty Ply T76788102 1683455-WINCHIP-BAIRD K8. Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL- 32566. 8.240 s Dec 62018 MiTek Industries, Inc. 1518:29:01 2019 axis = 4x6 = 3.6 II 5 6 ST1.5x8 STP= 6x8 = 1-0L 9-0O 234a Mo-1a]-]-e ]-11A 14-0-0 2IN aq I a]a a soil ]-ao "M o-nn eno rwa Scale=1:59.1 Plate Onsets (X Y)-- [2:0-2-8 0-1-81 I5:0-3-0 0-2-01 [8:0-4-0 0-1-10] LOADING 'Ps' SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Ven(LL) -0.07 15-16 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Ven(CT) -0.15 15-16 >596 240 BCLL 0.0 ' Rep Stress [nor YES WB 0.34 HOR(CT) 0.05 15 Na Na BCDL 10.0 Code FBC2017rrP12014 Matrix-SH Wind(LL) 0.07 11 >999 240 Weight: 1601b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 *Except* 3-16,4-15: 2x4 SP No.3, 7-12: 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (lb/size) 8=657/0-4-0, 15=918/0-7-0, 2=343/0-3-0 Max Hom 2=-89(LC 10) Max Uplift 8=-207(LC 13), 15=493(LC 12), 2=-106(LC 12) Malt Gmv 8=675(LC 24), 15=918(LC 1), 2=352(LC 23) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 5-8-7 oc bracing: 14-15 8-7-1 oc bracing: 8-10. 10-0-0 oc bracing: 10-12 FORCES. (lb) -. Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-251/151, 4-5=-123/344, 5-6=324/400, 6-7=-463/341, 7-8=-731/468 BOT CHORD 14-15=-798/403, 4-14=.345/451, 12-13=-265/373, 7-10=-120/266, 8-10- 420/662 WEBS 5-13=-207/436, 5-14=-456/60 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=5.OpsY h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-11-3 to 4-0-13, Interior(1) 4-0-13 to 9-0-0, Exterior(2) 9-0-0 to 22-5-13, Interior(1) 22-5-13 to 24-11-3 zone; cantilever left and right expused;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2071b uplift at joint 8, 193 Ib uplift at joint 15 and 106 lb uplift at joint 2. Michael S. Magid PE No.53601 MiTek USA, Inc. FL Ced 6634 6904 Parke East Blvd. Tampa FL 3361D Date: April 16,2019 Q WARNING -Vedrydesrfl. rametersaad READ NOTES ON TNISANDNCLUDED M]TENREFERANCEFAGEMIP74M rev. faMaIr Of56EFOREUSE �■�' Design valid for use only with MBek1D connectors. This design Is based only upon parameters shown, and B for an IndMdual building component, not a buss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall i.Yra burlding design. Bracing indicated a to prevent bucklNg of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is 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 musses and truss systems, WeANSVO'll Quality Crutch, DSO-89 and SCSI Balding Component 6904 Parka East Bald. Safety Informationovallable mom Truss Plate Immute. 218 N. Lee Sheet Suite 318 Alexandria, VA 22314. Tampa, FL 33810 Jab Truss Truss Type a Ply T16788103 1683455-WINCHIP-BAIRD K9 Hip Girder 1 1 Job Reference o tional ommers .no aourca, ream uny, rL- tZbbb. 200 1-0Q I 2-0T- 6.00 12 3x64- 3x4 = 3 2 01 18 E = 17 6.2405 Uec 62018 Mllek Industries, Inc. Man Apr 1518:29:02 2019 Pagel NAILED 46 = NAILED NAILED 3x4 = NAILED US = 4 5 25 26 6 27 7 Z 30 31 15 NAILED NAILED 5x6 = 4 NAILED NAILED 6ze = 16 6x12 MT20HS= US = 13 3.4 II 1-00 7-11-0 2380 trt-0 7O-0 7-)- 16DU 21-e-0 6 0.YO Sec �) e-1-0 I SBO 1 1 Scale: 3/16'=1' Plate Offsets (X Y)-- r3:0-2-00-1-81 [9:6-4-0 0.1-101 [15.0-3-12 0-3-01 [16:0-2-B O-3-Ol LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (fee) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.2514-15 >761 360 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.4814-15 >391 240 MT20HS 1871143 BCLL 0.0 Rep Stress ]nor NO WB 0.54 Horz(CT) -0.08 16 n1a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Wind(LL) 0.06 12 >999 240 Weight: 162 lb Fr=20% LUMBER- EIRACING- TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 3-17,5-16: 2x4 SP No.3, 12-15,8-13: 2x4 SP M 31 WEBS 2x4 SP No.3 WEBS OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 16=2157/0-7-0, 9=944/0-4-0, 2=62/0-3-0 Max Horz 2=73(LC 7) Max Uplift 16=-784(LC 8), 9=-362(LC 9), 2=-304(LC 27) Max Grant 16=2203(LC 2). 9=957(LC 20). 2=240(LC 15) FORCES. (lb) - Max CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-294/529, 3-4=-144/563, 4-5=-99/479, 5.6=-92/444, 6-7=-813/393, 7-8=-953/393, 8-9=-1175/422 BOT CHORD 2-18=-423/265, 15-16=-1525/620, 14-15=249/450, 13-14=-173/431, 9-11=-327/1008 WEBS 3-16=-496/185, 6-15_ 1310/609, 6-14=-12/671, 8-14=-195/492, 4-16=-372/98 Structural wood sheathing directly applied or 5-2-4 ec puffins. Rigid ceiling directly applied or 3-8-2 oc bracing. Except: 6-0-0 ec bracing: 11-13 1 Row at midpt 6-15 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph: TCOL--4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 pat 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 chard in all areas where a rectangle 36-0 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 784 lb uplift at joint 16, 362 lb uplift at joint 9 and 304 lb uplift at joint 2. 9) 'NAILED' indicates 3-10d (0.148')3') or 3-12d (0.148'x3.25') toe -nails per NDS'guidlines. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 36 lb down and 66lb up at 7-0-0, and 177 lb down and 199lb up at 16-M on top chord, and 21 lb down and 19 lb up at 7-1-12, and 342 lb down and 69lb up at 15-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 4-7=-54, 7-10- 54, 2-18=-20, 16-17=-20, 13-15=-20, 12-13=-20, 9-11=-20 Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa F.I. 33810 Date: April 16,2019 O WARNING- yedfydesl9nparamerersand READNO7ES OMMOAND/NCLUDWD KNEFENANCEPAGEM674"env. mWv2Q15BEF0BEUSE vald for use only wlh Woo connectors. This design Is based only upon parameters shown and Is for an Indh4dual building component not a truss system. Before use, he building designer must verify me appllcabllity, of design parameters and propeey Incorporate this design Into me overall building design. Bracing indicated is to prevent buckling of lndNlducl suss web and/or chord members only. Additional temporory, and permanent bracing Is always requlred for Matuily and to prevent collapse with possible personal lnlury and property damage. For general guidance regarding the fabdcol on. storage, delivery, erection and bracing of susses and suss systems seeAN3VrPll Qualfty Cm[rla, DSSd9 and SCSI Building Component Safety Informatbmvcllable from ➢uss Plate Institute, 218 N. Lee Street, Sufa 312, Alexandria. VA 22314. Sot MiTek' 6904 Parke East Blvd. Tampa, FL 33610 Job Tess Truss Type City Ply T76788103 1683455-WINCHIP-BAIRD K9 Hip Girder 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 a Dec 6 2018 MiTek Industries, Inc. Mon Apr 15 18:29:02 2019 Page 2 I D:b7nHj3W KBGsxrOdJNOA6sgnPBx-h7vtnNH7PaH4y3LNRV_wA_OK88LOF37bkGeOdzOOJ7 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 7=-130(F) 16=-B(F) 6=-122(F) 14=-299(F) 25=-122(F) 26=-122(F) 27=-122(F) 28=-52(F) 29=-52(F) 30=-52(F) 31=-52(F) 0 WARNING -Verily deslgnparemelersend READ NOTES ON TNISANG INCLUDED MITEKREFERANCEPAGEUX74nmv. IcsM20ISBEFOREUSE. ® Doi valid for use any with MBek® connectors. This design Is based only upon parameters shown and Is for on Individual building component, not HV a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall bulldingdeslgn, Bracing Indicated is to prevent buckling oflndividual trussweb and/or chord members only. Additional temporary and permanentbmcing 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 brocing of tenses and truss systems, seeANSVIPII Quality Cr89da, DSB49 and BCSI Balding Component 6904 Parka East Bald. SCrety Inlolmatbnovolloble from Truss Rate Institute. 218 N. Lae Street Suite 312. Alexondrio, VA 22314. Tampa, FL 33810 Job Truss - Truss Type Oty Piy T16788104 1683455-WINCHIP-BAIRD L1 Half Hip Girder 1 2 Job Reference o tional Builders First Source, Plant City, FL-32566, 8.240 s Dec 6 2018 MiTek Industries, Inc. Mon Apr 1518:29:03 2019 Page 1 ID:b?nHj3W KSGsxrOdJNOA6sgmP8x-AJTG?jllAuPmCwZ?FV9jCybgY?I9egGg0?Bw3zOOJ_ 494 9-0-0 12-6-2 16-4-0 2.0.0 4.9.4 4-2-12 I 3.6-2 3-9-14 2x SxB = Scale =1:34.9 2x4 5xB= 2.4 II ST1.SxB STP = LUS26 LU526 LUS26 , 31 II 44-99-04 90.132-.62 190 4210 I 34 Plate Offsets (X,Y)— [4:0-6-00-2-81 [8:04-0 0-3-81 I10:0-3-8 0-4-121 LOADING (psi SPACING- 2-0-0 CSI. DEFL. in (too) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.07 10-11 >999 360 MT20 244/190 TCDL 7.0 Lumber DOLL 1.25 BC 0.51 Vert(CT) -0.1310-11 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.77 Horz(CT) 0.02 7 rJa n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.0810-11 >999 240 Weight: 241 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP M 26 *Except* 7-9:2x6 SP No.2 BOT CHORD WEBS 2x4 SP No.3 -Except' 6-7: 2x8 SP 240OF 2.0E OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 7=4297/0-8-0, 2=2648/0-8-0 Max Horz 2=215(LC 8) Max Uplift 7= 1266(LC 5). 2=-831(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3— 5195/1595, 34=4105/1267, 4-5=-2616f794, 5-fr=-26lW95, 6-7=-3293/1027 BOT CHORD 2-11=-1534/4537, 10-11=-1534/4537, 8-10— 1193/3723 WEBS 3-11=-246/851,3-lD=-1035/425,4-10= 997/3004,4-8=-1790/680,6-8=-1234/4051 Structural wood sheathing directly applied or 5-5-14 oc pudins, except end verticals. Rigid ceiling directly applied or 10-M oc bracing. NOTES- 1) 2-ply truss to be connected together with 10d (0.13INX) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 -2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=5.Opsh h=15111; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water pending. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the. bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 12661b uplift at joint 7 and 831 Ib uplift at joint 2. 8) Use Simpson Strong -Tie HHUS26-2 (14-10d Girder, 4-1 Did Truss) or equivalent at 7-1-8 from the left end to connect tmss(es) to back face of bottom chord. 9) Use Simpson Strong -Tie LUS26 (4-1 Did Girder, 3-1 Old Truss, Single Ply Girder) or equivalent at 9-0-12 from the left end to connect truss(es) to back face of bottom chord. 10) Use Simpson Strong -Tie LUS26 (4-10d Girder, 3-10d Truss) or equivalent at 13-0-12 from the left end to connect truss(es) to back face of bottom chord. 11) Use Simpson Stmng-Tie LOS26 (4-10d Girder, 4-10d Truss) or equivalent at 15-0-12 from the left end to connect trusses) to back face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Carl 6634 6904 Parke East Blvd. Tampa FL 3381D Dale: April 16,2019 A WARNWi Varili Fa..af1...dRE%DN0nES ON MISAND VICLUDED affIEKREFERANCEPAGEafri mi,1a24ast0r5SEFOREUSE Design valid for use only with Mnsk& connectors. This deegn Is based only union parameters shown. and Is for an IndMtlual building component, not a huss system. Before use, the building designer must verity the applicability, of design parameters and property Incorporate this design Into the overall bullchadesign. Bracing Indicated Is to prevent bucBingoflndi dual truss web and/or chord members only., Additional temporary and permanent bracing MiTek' Is always requlrod for stabs and to prevent collapse with possble personal Injury and property damage. For general guidance regarding he fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVWII Quality Criteria. DS549 and BCSI Building component 6904 Perko East Blvd. Safety Infmmatbnovollobie from Truss Rate Institute. 218 N. Lee Sheet, Suite 312, Alexandria, VA 22314, Tampa. FL 33610 Job Truss Truss Type OtY Ply T16788104 1683455-WINCHIP-BAIRD L1 Half Hip Girder 1 2 Job Reference (optional) Builders First Source, Plant City, FL-32566, 8.240 s Dec 6 2018 MiTek Industries, Inc. Mon Apr 1518:29:03 2019 Page 2 ID:b?nHj3W KBGsxrOdJNOA6sgwPBx-AJTG?jllAuPxaCwZ?FV9jCybgY?I9egGgO?Bw3zOOJ_ NOTES- 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)911 lb down and 277 lb up at 11-0-12 on bottom chard. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(5) Standard 1) Dead +Roof live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 4-6=-54, 2-7=-20 Concentrated Loads (Ib) Vert: 10=-906(B) 15=-1768(8) 16=-911(B) 17_ 933(B) 18=-1142(B) A WARNING -Ver/fydesign parameters and HEAD NOTES ON MIS AND INCLUDED MGTKNEFERANCE PAGE M67473 rev. 11 2015 BEFORE USE Deslgn valid for use only with We&connectors. This design Is based only upon parameters drown, and Is for an Individual building component, not a truss system. Before use, the building designer must verily the appllcablllty of deslgn parameters and properly Incorporate firs design Into the overall bWOing desgn, Bracing Indicated is to prevent buckling of individual tmsv web and/or chord members only.. Additional temporary and permanent bracing Is always required for stabOiN 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, SOOANSVIPII CuaiMy Crerrdo. DSI-89 and SCSI Bull Component Safety Informationavollable from Truss Plate Insfitute, 218 N. Lee Sheet. Suite 312. Alexandria, VA 22314. -.Y�• MiTek' 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Thus Type Of yT T16788105 1683455-WINCHIP-SAIRD L2 Half Hip Girder 1 1 Job Reference (optional) emmera First aaurce, dent uty, rL- zabbo, 8.240 s Dee 6 2018 MiTek Industries, Inc. Mon Apr 1518:29:05 2019 Page 1 ID:b?nHj3W KSGsxrOdJNOA6sgwPBx-6ibOOPJOiVfepW4y6gKdod2rOLgndYIZHiUI_yzOOly -2-0-0 7-0-0 11-7-0 16-4-0 2.0.0 7-0.0 4-7-0 4-9-0 Scale = 1:39.1 NAILED NAILED 4.6 = NAILED 3x4 = NAILED NAILED 3.4 II 2x 2x4 11 - ST1.5x8 STP= ST1.5x8 STP = 6x8 = NAILED NAILED LOADING (pst) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1,25 Lumber DOL 1.25 Rep Stress [nor NO Code FBC2017frP12014 CS]. TC 0.59 BC 0.58 WEI 0.83 Matrix-SH DEFL. in Vert(LL) -0.27 Vert(CT) -0.55 Horz(CT) 0.02 Wind(LL) 0.06 (loc) Udell Ud 6-7 >713 360 6-7 >346 240 6 n/a n/a 2-7 >999 240 PLATES GRIP MT20 244/190 Weight: 85 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc pudins, BOT CHORD 2x4 SP M 31 except end verticals. WEBS 2x4 SP No.3'Excepr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 5-6: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1109/0-8.0, 6=1350/0-8-0 Max Hors 2=175(LC 8) Max Uplift 2=-384(LC 8), 6=-508(LC 5) FORCES. (lb) - Marc Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3= 1731/532, 3.4=-1459/510, 5-6=-299/221 BOT CHORD 2-7=-522/1446, 6-7=-501/1113 WEBS 3-7=0/489,4-7=-50/567, 4-6=-1307/638 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=5.Opsf; h=15ff; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed fora 10.0 psf bottom chard live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 6 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 384 lb uplift at joint 2 and 508lb uplift at joint 6. 7)'NAILED" indicates 3-1 Od (0.148'x3') or 3-12d (0.148'x3.25') toe -nails per NOS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 141 lb down and 231 Ib up at 7-0-0 on top chord, and 289 lb down and 77 lb up at 7-0-0 on bottom chord.. The designtselection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3- 54, 3-5=-54, 2-6= 20 Michael S. Magid PE No.53601 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: ADril 16.2019 A WARNING-Vedtydes/gnpafemefehandREADN01E50N THIS AND WOLUDEDMREKREFERANCEPAGEW74nmre 104112015BEFORE USE. Design valid for use only with MTekS connectors. This design is based only upon parameters shown, and 6 for an IndNltlual building component. not ��®® a hum system. Before use. the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design, Brocinglndicated is to prevent bucking of lndivldual hum web and/or chard members only.. Additional temporary and permanent bracing Is aiwaysrequkedfar stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarang Me p�pe�Y�• IVIfTBk• fabrication, storage, delivery, erection and bracing of fusses and truss systems, seeAN3VIPit peal Ci tedu, D3049 and BC31 Building Component safety Intomsaf onavolobte from Tess Plate institute. 218 N. Lee Sheet Suite 31Z Alexontlrlo, 6904 Parke East Blvd. Tampa, VA 22314. FL 33610 Job Truss Truss Type Oty Ply T16788105 1683455-WINCHIP-BAIRD L2 Half Hip Girder 1 1 Jab Reference a tional Builders First Source, Plant City, FL - 32566, 8.240 s Dec 6 2018 Mil Industries, Inc. Mon Apr 15 18:29:05 2019 Page 2 ID:b?nHj3W KBGsxrOdJNOA6sgmPBx-6ib0OPJOiVfepW4y6g%dod2rOLgndVIZHiUI_vzOOly LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-141(F) 7=-269(F) 11=-99(F) 12= 99(F) 13=-99(F) 14=-99(F) 15=-108(F) 16= 51(F) 17=51(F) 18=-51(F) 19=-51(F) 20=-54(F) O WARNING- yerllychraga paremefereand READ NOTES ON THISAND INCLUDED MITEKREFERANCEPAGENIF74" rev. 1AVIS2015BEFORE USE Design valid for use only with MRek(Dconnectors. This design is based only upon parameters shown, and is for an Individual building component. not 1+•'a7Y■ �• a truss System. Before use. Me building designer must verify Me applicability of design parameters and property Incorporate this tleslgn Into the overall buildingdesign. Bracing Indicated Is to prevent buckling ofh itlualtrussweband/orchordmembersonly. Additional temporary and permanent bracing M)Tek' Is always required for stability and to preventcollopse with possible personal Injury -and ptopedy damage. For general guidance regarding the fabrication. storage, delNery, erection and bracing of trusses and tnsss systems, weANSp1Pl1 CualBy Cdfori DSB-89 and SCSI Bull Component 69N Parke East Blvd. Safety Informallenovoilable from Truss Plate Institute, 218 N. Lae Sheet, SuBe 31Z Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Cty Ply T76788106 1683455-WINCHIP-BAIRD M1. Monopitch 9 1 Job Reference (optional) Builders First Source, Plant City, FL- 32566, 8.240 s Dec 6 2018 MTek Industries, Inc. Mon Apr 15 18:29:05 2019 Page 1 ID:b?nHj3W KBGswodJNOA6sgzaP8x-6ib00PJOiVfepW4y6gXdod2tDLmHdfUZHiUI_yzOOly -2-0-D 5-2-9 to-4.0 2-0-0 5.2-9 5-1-7 2x 2x4 11 2x4 11 Scale = 1:33.5 4 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress lncr YES Code FBC2017ITP12014 CSI. TO 0.47 BC 0.23 WB 0.37 Matrix-S l DEFL. in Von(LL) -0.03 Vert(CT) -0.06 Horz(CT) 0.01 Wind(L-) 0.04 (too) Ii Ud 6 >999 360 6 >999 240 10 n/a n/a 6 >999 240 PLATES GRIP MT20 244/190 Weight: 82lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-13 oc pudins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 `Except` BOT CHORD Rigid ceiling directly applied or 9-10-15 oc bracing. 4-10: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=498/0-8-0, 10=347/Mechanical Max Ho z 2=238(LC 12) Max Uplift 2=-117(LC 12), 10= 156(LC 12) FORCES. (Ib) -Max. Comp./Max Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-966/344, 5-10=-347/204 BOTCHORD 2-6=-510/8B9, 5-6=-529/893 WEBS 3-5=-773/450 NOTES- 1) Wind: ASCE7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL--5.Opsf; h=15ft; Cat. 11; E1pt B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2)-1-11-3 to 4-0-13, Interior(1) 4-0-13 to 10-1-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 3) `This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joints) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1171b uplift at joint 2 and 1561to uplift at joint 10. Michael S. Magid PE No.53681 MTek USA, Inc. FL Cart 6834 .6904 Parke East Blvd. Tampa FL 33610 Date: April 16,2019 Q WARNING- VeNly deslgO Para metersand READ NOTES ON TNISAND INCLUDED MREKREFERANCEPAGEM47473.V. 1000,2015 BEFORE USE Design valid for use only with Milek® connectors. Thk design Is loosed only upon parameters shown, and Is for an Individual building component. not a fuss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall• buildingdesign, Bracing Indicated lstoprevent bucklingofIndiidualtnasweb 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. seeANSUIPII CupBly CdfeM, OS349 and BC91 Building Component Safety krformutionavallable from Truss Plate Institute, 218 N. Lee Sheet, Suite 312, Alexandria. VA 22314. a504 Parke East Blvd Tampa, FL 33fi10 Job Truss Truss Type Oty Ply ' T16788107 1683455-WINCHIP-BAIRD M2 Monopitch 6 1 Job Reference (optional Builders First Source, Plant City, FL - 32566, 8.240 s Dec 6 2018111 Industries, Inc. Mon Apr 15 18:29:05 2019 Scale=1:33.7 2x4 If ST1.5xB STP = 3x4 = LOADING (psi) SPACING- 2-0-0 CS]. DEFL. in (too) Well L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Ve art -0.02 5-6 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.03 5-6 >999 240 BCLL 0.0 ' Rep Stress ]nor YES WB 0.24 Hoa(CT) 0.01 5 rda We BCDL 10.0 Code FBC2017ITP12014 Matfix-SH Wind(LL) -0.01 2-6 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SPNo.2 TOP CHORD BOT CHORD 2x4SP No.2 WEBS 2x4 SP No.3 BOTCHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 5=346/0-6-8, 2=497/0-8-0 Max Horz 2=237(LC 12) Max Uplift 5=-155(LC 12), 2=-117(LC 12) FORCES. (III) -Max. ComplMax. Ten. -All tomes 250 (lb) or less except when shown. TOP CHORD 2-3=-475/92 BOT CHORD 2-6=-340/379, 5-6=-340/379 WEBS 3-5=-424/376 PLATES GRIP MT20 2441190 Weight: 57 lb FT=20% Structural wood sheathing directly applied or a-0-0 oc pur ins, 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=4.2psf; BCDL=5.Opst h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2)-1-11-3 to 4-0-13, Interior(1) 4-0-13 to 10-0-12 zone; cantilever left and fight exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottomchord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 155111 uplift at joint 5 and 117 lb uplift at joint 2. Michael S. Magid PE No.53681 MfTek USA, Ina FL Cud 6634 6904 Parke East Blvd. Tampa FL 33810 Date: April 16,2019 Q WARNING-VeNfyd slgnperameten amd BEAD NO7ES ON THISANDINCLUDED MNEKBEFEBANCEPAGEMX74T3rev. laM,TRa15BEFONE USE Design valid for use only with M6ek® 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 appliwbllity of design parameters and properly Incorporate this design Into the overall buildingdesign. Bracing indicated 8toprevent buckling ofindividual truss web and/or chord members only. .Additional temporary and permanent bracing MfTek' 6 always required for stability and to prevent collapse with possible personal lnlury and property damage. For general guidance regarding fire Storage, delivery, erection and bracing of trusses and truss systems weAND/IPII Quality Creedal D384P and SCSI Balding Component Safety Informatbrrwallabie from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandrla, VA 22314, 6904 Parke East Blvd. Tampa, FL 33610 Truss Truss Type - City Ply ;16;;;-B;A1RD T167B8108 N17 Half Hip 1 1 FJbRfrence o lional Builders First Source, Plant City, FL - 32566, 8.240 s Dec 62018 MiTek Industries, Inca Mon Apr 15 18:29:07 2019 Page 1 ID:b?nHj3 W KBGsxrOdJNOA6sgmPBx-24imr4LGE6vM3gEKE5Z5t27Ch9Nc5 W hslOzO3aQOlw 6-34 12.0.0 13-1-0 634 8.8-12 t-i-0 4x6 = 3x4 11 3 4 3x4 = 5 ST1.5x8 STP= 2x4 I I 3x4 II 5x6 = 6.34 12-0-0 13-1-0 6.34 5-6-12 1-1-0 Scale = 1:39.7 Plate OHsets(XY)-- [1:0-1-40-0-21 - - -- LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Ved(LL) -0.06 6-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Ved(CT) -0.14 6-7 >999 240 BCLL 0.0 ' Rep Stress [nor YES WB 0.51 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.10 6-7 >999 240 Weight: 721b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=466/0-8-0, 5=466/Mechanical Max Horz 1=247(LC 12) Max Uplift 1=-81(LC 12), 5=-186(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2= 707/236 BOTCHORD 1-7=-513/568,6-7=-513/568 WEBS 2-7=0/300, 26=-606/546 Structural wood sheathing directly applied or 666 oc pudins, except end verticals. Rigid ceiling directly applied or 7-5-7 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opst h=1511; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-4-0 to 66-4, Intedor(1) 6-3-4 to 1270-0, Exlerior(2) 12-0-0 to 12-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MIN FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chard 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 miss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 81 Ito uplift at joint 1 and 1861b uplift at joint 5. Michael S. Magid PE No.53681 M7ek USA, Inc, FL Cart 6034 6904 Parke East Blvd. Tampa FL 33810 Date: April 16,2019 0 WARNING-V.HtYdeslgnparamete..dRF DNOWS ON TNISANO INCLUDED MREKREFER4NCEPAGEMIF74lJrev. laNasInsa£FORE USE. Design valid for use only with MBek®connectors. This design is based only upon parameters mown, and is for an Ir ividuol building component not M a truss system. Before use, the building designer must verify Me applicabllity, of design parameters and properly Incorporate Mls design Into Me overall building design. Bracing indicated is to prevent buckling of Individual buss web and/or chord members only.Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding Me fabrication, storage, delivery. erection and bracing of trusses and mass systems, seeANSVIP11 Quietly Chub. 035-09 and BCSI Building Component 69M Parke East Blvd. Safety Infonnatbnavollable from Truss Plate Inu iiute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Truss Type - oty Ply E16834:55 �N2 TI6788109 -WINCHIP-BAI Halt Hip 1 1 �J.bRf .. ce (optional) Builders First Source, Plant City, FL-32566, 8,240 s Dec 62018 MiTek Industries, Inc. Mon Apr 1518:29:08 2019 Page 1 ID:b?nHj3 W KBGsxrOdJNOA6sgmP8x-W HG920Lu?01 Dg_o W na4KPFgPsZkegl h?-gjybHz001v 5-]-4 10-8-0 73-1-0 S-]-4 5.0.12 2-5-0 3x4 = ST1.5x8 STP= 3x4 = 5x6 = 2x4 11 5 5.6 = Scale = 1:36.2 Plate Offsets -- f1:04-4 0-0-21, 13:0-3-00-2-01 LOADING (par) SPACING- 2-0-0 CSI. DEFL. in (too) /defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC '0.37 Vert(LL) -0.06 1-6 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.12 1-6 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.27 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.05 1-6 >999 240 Weight: 70 lb FT=20% LUMBER- .BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOTCHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOTCHORD REACTIONS. (lb/size) 1=466/0-8-0, 5=466/Mechanical Max Horz 1=219(LC 12) Max Uplift 1=-91(LC 12), 5=-1S7(LC 12) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOPCHORD 1-2=671/312, 2-3=-525/293 BOTCHORD 1-6=-552/556 WEBS 2-6=-278/401, 3-6=-326/458, 3-5=-414/418 Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 7-9-5 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=151t; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exaror(2) 0-4-0 to 6-4-0, Intenor(1) 6-4-0 to 10-8-0, Exterior(2) 10-8-0 to 12-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument 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 91 Ib uplift at joint 1 and 1571la uplift at joint 5. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Dale: April 16,2019 AWARNING -Venfydeslgnpare..terssndREADNOTESONTHISANDWCLUDEDMREKREFEAANCEPAGEMOJ4 .x. 10113201SBEFORE USE Design valid for use only with MBekS connectors. Ins design Is based only upon parameters shown, and Is for an IndMtluol building component, not a hum system. Before use, the building designer must verify the oppFcabllity, of design parameters and properly Incorporate this design Into the overall buildingdeslgn.Bracing indicated 6loprevent buckling ofIndividual hum weband/or Chord members any, .Additionoltemporary and permanent bracing MiTek' Is always required for stability and to prevent collapse w9h possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and brocNg of humes and truss system& sesANSUVII Qu,"MyChtterfe, DSB49 and BCSI Balding Component 69W Parke East Blvd. Safety In/ormalbrgvoiloble from Truss Plate Institute, 21 B N. We Sheet. Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job russ russ ype y T16]88110 1883A55-WINCHIP-BAIRD N3 Raof Special Giber 1 1 .Inh Reference lnntinnall FL34945 a, bx6 = Scale = 1:32.9 30 = 2x4 II ST1.5x8 STP = 1-10-8 3.10.8 10-8-0 15-1.0 1.1 D-B 1 zo-G I R-9.R I A-S-n Plate Oftsets(XY)-- f3:0-6-00-2-81 LOADING fast) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL. 125 TC 0.68 Vert(LL) -0.08 8-9 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.18 8-9 >979 240 BCLL 0.0 ' Rep Stress [nor NO WE 0.35 Horz(CT) 0.02 7 We n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wintl(LL) 0.07 8-9 >999 240 Weight: 891b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 WEBS REACTIONS. (Ib/size) 7=531/Mechanical, 2=67210.8-0 Max Horz 2=209(LC 12) Max Uplift 7= 137(LC 9), 2=-186(LC 12) FORCES. (Ib) - Max CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-767/287, 34=-1408/650, 4-14=-531/188, 5-14= 451/210, 5-6=-399/283, 6-7=-509/382 BOT CHORD 2-10=-459/631, 9-10=456/634, 8-9,917/1458 WEBS 3-9=470/917, 4-9=-338/314, 4-8=4065/632, 5-8=-127/265, 6-8=407/575 Structural wood sheathing directly applied or 4-9-14 oc pudins, except end verticals. Rigid ceiling directly applied or 6-1-2 oc bracing. 1 Rowat midpt 4-8 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf;.BCDL=5.Opsf; h=l Elf; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exledor(2)-1-11-3 to 3-10-8, Interior(l) 3-10-8 to 10-8-0, Extedor(2) 10-8-0 to 14-114 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 pst 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 beading plate capable of withstanding 137 lb uplift at joint 7 and 18611a uplift at joint 2. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Bate: April 16,2019 Q WARNING-V drydesign Parameters and READ NOTES ON THIS AND INCLUDED Mn'EKREFERANCE PAGE MIP74M rev. faa3rii BEFORE USE. Design valid for use only with Mflro� connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a ruse system. Before use, the building dedgner must verify Me applicability of design parameters and property incorporate Mls design Into Me overall buldingdesign. Brocing indicated is to prevent buckOng of Individual hum web and/or chord members only. Add tonal temporary and permanent bracing Is always required for stai and to prevent collapse with possible personal Injury and property damage. For general guidance regardiing the fabrication. storage, delNery, erection and brocing of humps and hum systems. seeANSDIPiI Quality CAIe4a, 13511-09 and SCSI SWBNM Component Safely mformalbmvaiiable from Truss Plate Institute. 218 N. We Sheet Sulte 312, Alexandria, VA 22314. -•Y�• MiTek' 69N Parke East Blvd. Tampa, FL 33610 Truss Truss Typa Oty Ply F1683455 T76788111 -WINCHIP-BAIF N4 Roof Special 1 1 Job Reference (optional) nunoers nrsl source, viam uny, r1_- 325tI 8.240 s Dec 62018 MiTek Industries, Inc. Mon Apr 1518:29:10 2019 Page 1 ID:b7nHj3WKBGsxrOdJNOA6sgz P8x-SfOvT6NBX1HmHyvvD7oVgljvMF_IsAIR_C3f9zO01t -2-0-0 3-10-8 5-10.8 8.8.0 15-1-0 2-0.0 3-10.8 2.0-0 2.9.8 6-5-0 5.13 = 2x4 II ST1.5x8 STP = Scale = 1:30.0 3.4 II Plate Offsets (X,Y)-- [2:0-2-0,Edge7 [5:0.6-0 0-2-81 LOADING (psp SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.04 7-8 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.09 7-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(ILL) 0.03 8-9 >999 240 Weight: 83lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOTCHORD 2x4SPNo.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 7=531/Mechanical, 2=672/0-8-0 Max Hom 2=168(LC 12) Max Uplift 7=-143(LC 9), 2=-186(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250.(Ib) or less except when shown. TOP CHORD 2-3=-845/401, 3-4=-705/401, 4-5=-669/374 BOT CHORD 2-9=-491/687, 8-9=-600/877, 7-8=-094/602 WEBS 3-9- 60/257, 4-9=-252/153, 4-8=-349/252, 5-8=-77/387,.5-7=-644/421 .Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 7-7-3 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsh, h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2)-1-11-3 to 5-10-8, Interior(1) 5-10-8 to 8-8-0, Exterior(2) 8-8-0 to 14-11-4 zone; cantilever left and fight exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed for a 10.0 lost 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 beafing plate capable of withstanding 1431b uplift at joint 7 and 186 lb uplift at joint 2. Michael S. Magld PE No.53681 MiTek USA, Inc. FL Carl 6634 6964 Parke East Blvd. Tampa FL 33610 Date: April 16,2019 Job Truss Truss Type Oty Ply T16788112 1683455-WINCHIP-SAIRD NS Roof Special 1 1 Job Reference (options]) Builders First Source, Plant I FL- 32566, 8.240 s Dec 6 2018 MiTek Industries, Inc. Mon Apr 15 18:29:11 2019 Page 1 ID:b?nHj3WKSGsxrOdJNOA6sgmPBx-xsyHgSOnILPoXRX5Txe11tlufmn_l OgSgexcCczOOls 2x4 = 5xB = 2x4 II 5 46 C 2x4 11 ST1.5xB STP = Scale=1:30.8 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grp DOL 1.25 Lumber DOL 1.25 Rep Stress Inc YES Code FBC2017rrP12014 C51. TC 0.48 BC 0.33 WB 0.31 Matrix-SH DEFL. in Vert(Ll) -0.03 Vert(CT) -0.07 Horz(CT) 0.02. Wind(LL) 0.03 (too) Vdefl Ud 2-10 >999 360 2-10 >999 240 8 n/a n/a 2-10 >999 240 PLATES GRIP MT20 244/190 Weight: 84lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 84-8 cc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 8=536/Mechanical, 2=676/0.8-0 Max Horz 2=128(LC 12) Max Uplift 8=-127(LC 13), 2=-175(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 file) or less except when shown. TOP CHORD 2-3=-795/573, 3-4=-629/601, 4-6=-696/520 BOT CHORD 2-10=-464/633, 9-10=-463/638, 8-9=-488/646 WEBS 6-8=-723/554 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=42psf; BCDL=5.Opsf; h=151t; Cat. 11; E>id B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2)-1-11-3 to 4-0.13, Interior(1) 4-0-13 to 5-10-8, Extenor(2) 5-10-8 to 11-0-0, Interior(1) 11-0-0 to 14-11-4 zone; cantilever left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 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 alive load of 20.Opsf on the bottom chord in all areas where arectangle 3-6-0 tall by 2-0-0 wide will Tit 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 1271b uplift at joint 8 and 175111 uplift at joint 2. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6034 6904 Parke East Blvd. Tampa FL 33810 Date: April 16,2019 0WARNING-VeN/ydeslSnparemerersand READNOTES ON TN/SANDINCLUOEOMn KREFERANCEPAGEM*74M.mv letalt10158EFORE USE. Design valid for use only Win Mini connectors. This design Is based only upon parometers strewn, and Is for an Individual building component, not ��• a fruss system. Before use, the building designer must verify the oppllcablltiy of design parameters and properly Incorporate his design Into Me overall -•Y buildingdedgn. Bracing indicated Is to prevent bucking of Individual truss web and/or Chord members only. .Addllicnaltemporary 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 tresses and truss systems, seeANSWPII QualflByy OMnb. DSB49 and WAI BWtlhg Component 69U Parke East Bald. 9abry In/ormalbmvoiloble from Truss Rate InstiMe. 218 N. Lee Street, Suite 312. Alexandra VA 0314. Tampa, FL 33610 Job Truss Truss Type Cry Ply T76788113 1683455-WINCHIP-BAIRD N6 Common 2 1 Jab Reference (optional) Builders First Source, Plant City, FL- 32566, 8.240 a Dec 6 201B MiTek Industries, Inc. Mon Apr 1518:29:11 46 = 2x4 II ST1.5xB STP Scale: 3/8'=V to LOADING lips, TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-" Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr VES Code FBC2017/TPI2014 CSI. TC 0.67 BC 0.55 WB 0.13 Matnz-Sit DEFL. in Vert(LL) -0.07 Vert(CT) -0.16 Horz(CT) 0.01 Wind(LL) 0.08 (loc) I/deft Ud 2-6 >999 360 2-6 >999 240 5 Na n/a 26 >999 240 PLATES GRIP MT20 244/190 Weight: 66 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-5 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bmcing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Right 2x4 SP No.3 3-11-12 REACTIONS. (lb/size) 5=536/Mechanical, 2=678/0-8-0 Max Horz 2=89(LC 16) Max Uplift 5=-126(LC 13), 2= 189(LC 12) FORCES. (Ib) - Max- Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-739/421, 3-5=-718/437 BOT CHORD 2-6=-231/567, 5-6=-231/567 WEBS 36=0/333 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=151t; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2)-1-11-3 to 4-0-13, Intedor(1) 4-0-13 to 7-10-0, Exterior(2) 7-10-0 to 13-10-0, Intedor(1) 13-10-0 to 15-1-0 zone; cantilever left and fight exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 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 126 lb uplift at joint 5 and 189lb uplift at joint 2. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cart 6934 6904 Parke East Blvd. Tampa FL 33610 Data: April 16,2019 Q WARNING-V"deslgo Xramefereand READ NOTES ON TNISANDNCLUDEDWI REFERANCEPAGEMINOJree fWDS,�,OISBEFOREUSE �■�- Design valld for use only with Mnek® connectors, This tleslgn Is based only upon parameters shown, and Is for an Individual buiding component, not a truss system. Before use, the building designer must verity Me appllcabillty, of design parameters and properly Incorporate this design Into Me overall bulltlNg tleslgn. Bracing Indicated is to prevent bucaing of individual truss web and/or chord members only.. Additional temporary and permanent bmcing MiTek' li Is olways required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding Me fabrication, storage. dellvery, erection and bracing of trusses and truss systems. SeeANSVTPII Quality CMnks, 115114I9 and BC51 Balding Component 6904 Parke East Bald. Satisfy InformaFbravallable from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty ply T76788114 1683455-WINCHIP-BAIRD N7 Common 2 1 [Job Reference (optional) Builders First Source, Plant City, FL- 32566, 8.240 s Dec 62018 MiTek Industries, Inc. Mon Apr 1518:29:12 2019 Page 1 ID:b7nHj3W KBGsxrOdJNOA6sgmP8x.P2WfuoOP3fXf9b610e9Ga5gOGA47mu2bulh9k2ZOOlr -2-0-0 7-10-0 14-9.0 2-0-0 7-10-0 1 6.11-0 4.6 = 2x4 II ST1.5x5 STP = Scale=1:33.7 _Plate Offsets (X Y)-- f5:0-5-12 Edge] LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (too) Vdefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.68 Ven(LL) -0.08 2-6 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.17 2-6 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(CT) 0.01 5 n/a rVa BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Wind(LL) 0.08 2-6 >999 240 Weight: 67 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 3-7-15 REACTIONS. (lb/size) 5=524/Mechanical, 2=666/0-8-0 Max Herz 2=89(LC 16) Max Uplift 5=-122(LC 13), 2=-188(LC 12) FORCES. (lb) - Max CompJMax Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-707/414, 3-5=-692/433 BOT CHORD 2-6=-220/538, 5-6= 220/538 WEBS 3-6=0/322 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-2-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2)-1-11-3 to 4-0-13, Interior(1) 4-0-13 to 7-10-0, Extedor(2) 7-10-0 to 13-10-0, Interior(1) 13-10-0 to 14-9-0 zone; cantilever left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1221b uplift at joint 5 and 1881b uplift at joint 2. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 16,2019 ,&WARNING - Verllydeslgnparemefersend READNOTES ON MIS AND WCLUDEDMmEKREFERANCEPAGEMIP74"mn INa42e1SBEFORE USE �■� Design valid for use only with MReI� connectors. This design Is based only upon parameters shown and Is for an IndNltlual balding component, not a truss system. Before use, the balding d signer must verify me appllcabillly of design parameters and properly Incorporate this design Into the overall tleslgn. to vent buckling of hdNlduol truss web and/or chord members only. Additional temporary and permanenibrocing ■.C'><T�k7 WOW Is always;forstabilityand Is always required forsiablliy antl to pre vent collapse with possible personal lnlury and property damage. For general guidance regarding me fabrication, storage, delNery, erecflon and bracing of trusses and truss systems, saeANSVWIJ Quiet CriMM, DS549 and SCSI Building Component Safety Infermaltonovolioble from Truss Plate InstI 218 N. Street, Suite 22314. 69N Parke East Blvd. Tampa, FL 33610 ute, Lee 312, AlexantltlD, VA Job - Truss Truss Type ay Ply T16788115 1683455-WINCHIP-BAIRD N9 Hip Girder 1 1 Job Reference o tional buiulers First Source, Flant Glty, FL-32566, 8.240 s Dec 6 2018 MiTek Scale: 3/8'=1' 4x6 = NAILED NAILED NAILED NAILED 4x6 = ST1.5x8 STP= ST1.5x8 STP= Plate Offsets (X,Y)-- [2:0-2-0 Edge? f5:0-2-0 Eddel LOADING (psf) SPACING. 2-0-0 CSI. - DEFL. in (toe) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0:43 Vert(LL) -0.06 5-7 >999 360 MT20 2441190 TCDL 7.0 Lumber COL 1.25 BC 0.42 Vert(CT) -0.10 5-7 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB -0.10 Horz(CT) 0.02. 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matdx-SH Wind(LL) 0.08 2-8 >999 240 Weight: 711b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS, (lb/size) 2=809/0-8-0, 5=809/0-8-0 Max Horz 2=-65(LC 32) Max Uplift 2=430(LC 8), 5=-430(LC 9) Max Grav 2=828(LC 40), 5=828(LC 41) FORCES. (Ib) - Max Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1226/671, 3-4=-1026/620, 4-5=-1226/671 BOT CHORD2-8=-526/1072, 7-8= 525/1084, 5-7=-524/1070 WEBS . 3-8_ 13/339,4-7=-13/339 BRACING- TOPCHORD Structural wood sheathing directly applied or4-11-5 oc pudins. BOT CHORD Rigid ceiling directly applied or 8-0-15 oc bracing. NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp S; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 430 lb uplift at joint 2 and 430 lb uplift at joint 5. 8) 'NAILED' indicates 3-1 Od (0.148'x3°) or 2-12d (0.148'x3.25°) toe -nails per NOS guidlines. 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 (DO Vert: 1-3= 54, 3-4=-54, 4-6=-54, 2-5=-20 Concentrated Loads (lb) Vert: 3=-31(F) 4=31(F) 8=8(F) 7=8(F) 15=-73(F) 16= 73(F)17=-36(F) 18=-36(F) Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cad 8634 6904 Parke East Blvd. Tampa FL 33810 Date: April 16,2019 Q WARNING-VadlydaslBn Perameteraend READ NOTES ON THLSAND INCLUDED AAMFKREFERANCEPAGEMO7473 rev. 11163120iS BEFORE USE. Design valid for use only with MrekO connectors, This design a 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 Me overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing B always required for stability and to prevent collapse with posable personal injury and properly damage. For general guidance regarding Me fabrication. storage, delivery, erection and bracing of trusses and truss systems, seeANSVrPII QualMMyy Cdfede, DSO-89 and SCSI Building Component Safety brioenationovoliable from Truss Plate Institute, 218 N. Lee Sheet, Suite 312. Alexandria, VA 22314. M)Tek' 6904 Page East Blvd. Tampa, FL 33610 Truss Truss Type O(y Piy Lob T16788116 55-WINCHIP-BAIRD N10 Halt Hip Girder 1 3 Job Reference (optional) Builders First Source, Plant City, FL- 32566, 8.240 s Dec 6 2018 MiTek Industries, Inc. Mon Apr 15 18:29:08 2019 5x8 = 2.4 II 6x8 = Scale: 1/4'=1' 2x4 11 3x6 11 JCO-c vna - Bx10 = .1- 5x8 = ST1.5x5 STP = ST1.5x8 STP = 8x10 = LUS26 HHUS28-2 axis 11 LUS26 LUS26 44-99-8 133 1311-614 4-3-8 I 21-00.0 30 -B-4--2 Plate Offsets (X Y)--- [2:0-4-0 0-1-15] [3:0-3-00.3-01 [5:0-6-0 0-2-8] 19:0-1-8 0-2-0] [10:0-5-0 0-5-81 f 12:0-3-8 0-6-01 LOADING (pso SPACING- 2-" CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC '0.29 Vert(LL) -0.1012-13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.19 12-13 >999 240 BCLL 0.0 Rep Stress lncr NO WB 0.99 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Wind(LL) 0.11 12-13 >999 240 Weight: 5591b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 GOT CHORD 2x8 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except* 7-8:2x8 SP 240OF2.OE OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=6156/0-8-0,2=5474/0-8-0 Max Horz 2=302(LC 23) Max Uplift 8=-1869(LC 5). 2= 1733(LC 8) FORCES. (lb) -Max. Comp./Max Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-11066/3467, 3-4=-10260/3206, 4-5=-6892/2087, 5-6=-3504/1061, 6-7=-3504/1061, 7-8= 6199/1900 BOT CHORD 243=-3295/9797, 12-13=-3289/9777, 10-12=-2992/9145, 9-10=-1953/6287 WEBS 3-13=-193/580,3-12=-724/340,4-12=-1447/4304,4-10=-4289/1547,5-10=-2415/7760, 5-9=-5652/1821, 7-9=-2113/6989 NOTES- 1) 3-plytruss to be connected together with 10d (0.131'x3') nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 3 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 raw at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vascll 24mph; TCDLr4.2ps1; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water pending.. 5) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live Iliad of 20.Opsf on the bottom chord in, all areas where a rectangle 36-0 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 18691b uplift at joint 8 and 1733 lb uplift at joint 2. 8) Use Simpson Strong -Tie HHUS28-2 (22-10d Girder, 8-1 Od Truss, Single Ply Girder) or equivalent at 13-2-8 from the left end to connect imss(es) to front face of bottom chord. 9) Use Simpson Strong -Tie HHUS26-2 (14-10d Girder, 4-1 Od Truss) or equivalent at 7-1-8 from the left end to connect Iross(es) to back face of bottom chord. 10) Use Simpson Strong -Tie LUS26 (4-1 Od Girder, 4-1 Od Truss) or equivalent spaced at 2-0-0 oc max starting at 9-0-12 from the left end to 11-0-12 to connect muss(es) to back face of bottom chord. 11) Use Simpson Strong -Tie LUS26 (4-SD9112 Girder, 4-SD9212 Truss, Single Ply Girder) or equivalent at 13-0-12 from the left end to connect Imss(es) to back face of bottom chord. Michael S. Magid PE No.53631 MiTek USA, Inc. FL Cert 8634 6904 Parke East Blvd. Tampa FL 33610 Date: April 16,2019 Q WARNING -Verity design Parameter. entl READNOTES ON TN/SAND INCLUDED MITEKREFENANCEPAGEM674M rev. la0Yfe1SBEFORE USE Design valid for use only with MRek®connectors. This design Is based only upon parameters shown, cnd Is for an individual building component, not o trusssystem. Before use. me bullding designer mustverify the applicability of design parameters and properly Incorporate this design into me overall buildingdesign, Bracing Indicated k to prevent buckling of hall truss web and/or chord members only. Addltionaltemporcycndpermanentbracing MiTek' s always required for stobilih/ and to prevent collapse with possible personal injury and property damage. For general guidance regarding fine fabrication, storage, delivery, erection antl bracing of trusses and hum systems, SeeANSUMII pualBByy Cereals, DSB49 and BCSI Building Component Safely Informationovailabie horn Truss Plate Institute, 218 N. Sheet Sulte 312 22314. 69M Parke East Blvd. I Tampa, FL 33610 Lee Alexandrlo, VA Jab Truss Truss Type Oty Ply T16788116 1683455-WINCHIP-BAIRD N10 Half Hip Girder 1 3 Job Reference o tional builders hlrst Source, Plant City, FL-32566, 8.240 s Dec 6 2018 MiTek Industries, Inc. Man Apr 15 18:29:08 2019 Page 2 I D:b?nHj3W KSGsuOdJNOA6sgnP8x-W HG920LU?01 Dg_oW no4KPFgOJZmegsZ?_gjybHzOOly NOTES- 12) Use Simpson Strong -Tie HTU26 (20-10d Ginter, l l-1 Odxl 1/2 Truss, Single Ply Girder) or equivalent at 15-1-12 from the left end to connect truss(es) to back face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-54, 5-7=-54, 2-8= 20 Concentrated Loads (lb) Vert: 12=-1133(B) 17=-2290(B) 18=-1133(B) 19=.3864(F=-2734, B=-1130) 20=-1580(B) ,&WARNING- Vedlydesr9n Pereinetsmend READ NOTES Oft MZ NDNCLUDEOM?KREFERANDEPAGEMb74MJ K I6141,12VISBEFORE USE. �■■- Design volid for use only with Mlreoli connectors. this design b based only upon parameters shown, and b for an Individual building component, not o buss system. Before use, the bullding designer must verity the applicability of desgn paromoters and properly Incorporate this design Into the overall bullding design, Bracing Indicated k to prevent buckling of Individual truss web and/or chord members only.. Additional temporary and pemartent bracing Is always required for stability and to prevent collapse with possible penahol lnlury and property damage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of trusses and truss systems seeANSIMII Qua l�y Criteria, CBB-09 and SCSI Bidding Component mlpt Safety Infoorovollobloss le from Plate Institute, 218 N. Lee Street Suite 312, Alexcnddo, VA 22314. p`•�Y{�l`� MiTek' 6904 Parke East Bind. Tampa. FL 33610 Job Truss Truss Type pry Ply T16788117 16B3455-WINCHIP-BAIRD P1 Hip Girder 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 8.240 s Dec 6 2018 MiTek Industries, Inc. Man Apr 15 18:29:14 2019 2x4 ST1.5x 4x6 = 4x6 = 13 12 NAILED 11 NAILED NAILED 10 NAILED 9 46 II 3x4 = 3x4 = 4.6 II 1-6-0 3-6-8 fi-1-8 8-4-0 9-8-0 t-s-o I aaR 1 2a-D I 2-ae I t-ao ' Scale=1:21.7 Plate Offsets(XY)-- 11:0-1-4Edgel 12:0-1-80-1-81.19:0-3-00-0-81112:0-3-00-0-01 LOADING (psi) SPACING- 2-0-0 CST, DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.03 10-11 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.06 10-11 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.13 Horz(CT) 0.06 6 n/a Fula BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.02 13 >999 240 Weight: 621b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-12,5-9: 2x4 SP No.1, 8-13: 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=802/0-8-0, 6=803/0-8-0 Max Horz 1=-30(LC 23) Max Uplift 1=-93(LC 8), 6= 92(LC 9) BRACING - TOP CHORD Structural wood sheathing directly applied or 5-4-7 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 10-0-0 oc bracing: 12-14, 7-9 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. FORCES. (lb) - Max. CompdMax. Ten. -All forces 250.(lb) or less except when shown. TOP CHORD 1-2=-1157/127, 2-3=-637/104, 3.4=-597/105, 4-5>648/96, 5-6=-1114/128 BOT CHORD 1-14=-114/942, 12-14=-12/261, 11-12=-51/413, 10-11=-52/597, 9-10=-41/380, 6-7=-89/698 WEBS 2-11=-35/311,5-10=45/336 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and tight exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 93 Ito uplift at joint 1 and 92 It, uplift at joint 6. 7) "NAILED' indicates 3-10d (0.148'x3') or 3-12d (0.148'x3.25') toe -nails per NOS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-6=-54, 1-14=-20, 12-13=-20, 9-12=-20, 5-9=20, 6-7=-20 Concentrated Loads (Ib) Vert: 15=-225(B) 16=-228(B) 17=-228(B) 18=-228(B) Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 16,2019 O WARNING-VerNydeslgnpemmelenanCREAO NOTES ON TIRSANO INCLUDED MITEKREFERANCEPAGEMI47mnsv. 1a2SQaIS BEFORE USE Design void for use only wilts yl connectors. This design Is based only upon parometep shown end Is for an Individual building component not a hum system. Before use, the buiidIng designer must verify the oppllcoblllly of design parameters and properly Incorporate this design ISO the overall bulldiogdeslgn,Bracing Indicated is to prevent buckling of hdividual huss,web and/or chord members only. Additlonaliamporary permonent bracing MiTek' Is always required for stability and to prevent collapse W,th possible personal hyury and property damage. For general guidance regarding the Iabdcaflon. storage, delNery, erection and bracing of tnmes and hues systems seeANSVIPit Qualtly Cdterb, DSII and SCSI Sulding Component Safety mfoanalbNvollobie hom Truss Plate Institute, 218 N. Lee Sheet, Suite 31Z Alexandria. VA 22314. 6906 Pants East Blvd. Tampa, FL 33610 Job Truss Truss Type pty Ply T16788118 1683455-WINCHIP-BAIRD P2' Hip Girder 1 1 Job Reference (optional) bullaers man source, darn uty. FL- 32565. 8.240 s Dec 62018 MiTek Industries, Inc. Mon Apr 1618:29:15 2019 Page 1 ID:b4nHj3W KBGsxrOdJNOA6sgmPBx.pdBoWgF3HLavEO2rumjzCjSe6N21zEN1 bGvgLNzpOlu 1-60 3.0.0 6.8-0 8-4-0 9-8-0 1-6-0 1.6.0 3.8-0 140 1-4-0 Scale =1:23.2 4xB = NAILED 46 = 6.00 12 3 15 4 m d ds r5 P= 3 12 11 NAILED 10 9 2x4 11 3.4 = 3x4 = 2x4 II LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017rfP12014 CSI. TC 0.26 BC 0.71 WB 0.08 Matrix-SH DEFL. in floc) Well L/d Vert(LL) -0.02 11 >999 240 Ven(CT) -0.0410-11 >999 180 HOa(CT) 0.03 6 n/a n/a PLATES MT20 Weight: 551b GRIP 244/190 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-M Do puriins. BOT CHORD 2x4 SP No.2 *Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 2-12,5-9: 2x4 SP No.3 10-0-0 oc bracing: 12-14, 7-9 WEBS 2x4 SP No.3 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS. ESSENTIAL. REACTIONS. (lb/size) 1=35110-8-0, 6=352/0-8-0 Max Hera 1=-25(LC 4) Max Uplift 1=-70(LC 8), 6=-70(LC 9) Max Grey 1=436(LC 40). 6=436(LC 41) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-585/90, 2-3=-302/81, 3-4=-301/83, 4-5=-3091T4, 5-6=-570/92 BOT CHORD 1-14=-78/477, 10-11=-44/310, 6-7=-57/441 WEBS 2-11=-48/277. 5-10>56/284 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); Cantilever left and Fight elmosed ;'Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 70 lb uplift at joint 1 and 701b uplift at joint 6. 7) 'NAILED' indicates 3-1 Od (0.148'x3°) or 3-12d (0.148'x3.25-) toe -nails per NDS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 111 lb down and 641b up at 3-0-0, and 111 lb down and 64lb up at 6-8-0 on top chord, and 1551b down and 91 Ib up at 3-0-0, and 1551b down and 91 Ib up at 6-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-6= 54, 1-14=-20, 12-13=-20, 9-12=-20, 8-9=-20, 6-7=-20 Concentrated Loads (lb) Vert: 3=-5(F) 4=-5(F) 11=2(F) 10=2(F) 15=-5(F) 16=2(F) Michael S. Magid PE No.53681 Miles USA, Inc. FL Cert 6034 6904 Parke East Blvd. Tampa FL 33610 Date: April 16,2019 A WARNING -Vedrydeslgn panirrreters end FEAONOTES ON THISANO INCLUDED MnwKNEFENANCEPAGEMa.74Tdrex. 14Ma40156EF0NE USE �■�- Design valid for use only with Mirek®connectors. This design is based only upon parameters shown, and is for an lndMdual building component not a buss system. Before use, Me building designer must verify the applicability of design parameters and properly Incorporate this design Into Me overall bulldIng design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and pertnonent bracing MiTek' Is always required for stability and to prevent collapse with possible peooncl Injury and property damage. For general guidance regarding he fabrication, storage, delivery. erection and bracing of trusses and truss systems. seeANEITiPit Quality Cmem, PS349 and 501 Bu4dkly Component 6904 Parke East Blvd. Safety Infonnatbtttvailable from Truss Plate InstiNte, 218 N. Lee Sheet, Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T16788119 1683455-WINCHIP-BAIRD PB1 Piggyback 2 1 Jab Reference (optional) Builders First Source, Plant City, FL- 32566, 8.240 s Dec 6 2018 MiTek Industries, Inc. Mon Apr 1518:29:16 2019 Page 1 ID:b7nHj3 W KBGsxrOdJNCA6sgmPex-HpIAj9Sv6tl4eCO3FUECka?ImUkihvBpwfNtpz001n Scale =1:14.4 5x6 G 3x8 11 6.00 12 3 - - 4 2x4 = Plate Offsets(XY)-- 13:0-4-80-1-81I6:0-1-9,0-0-131 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Ven(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.36 Ven(CT) 0.00 1 rur 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 HOR(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-P Weight: 21 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOTCHORD REACTIONS. (lb/size) 5=180/6-4-4, 2=56/6-4-4, 6=256/6-4-4 Max Horz 2=31(LC 12) Max Uplift 5=-64(LC 8). 2=-54(LC 12), 6— 26(LC 9) Max Gmv 5=180(LC 1), 2=56(LC 1), 6=270(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 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=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18: MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument 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 64 lb uplift at joint 5, 54lb uplift at joint 2 and 26 lb uplift at joint 6. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cart 6034 6904 Parke East Blvd. Tampa FL 33610 Date: April 16,2019 ®WARNING- Vedtydeslgnparamefersand READNOTES ON TNISAND INCLUDED MIFEKNEFEFANCEPAGEM 74TJrev. V=l?015BEF0RE USE Design valid for use only with M6eW connectors. This design Is based only upon parameters shown, and Is for on Individual building component not a truss system. Before use, the building dootgner must verify the applicability of dedgn parameters and properly Incorporate this design Into the overall balding design. Bracing Indicated is to prevent bucWing of lndlddual truss web and/or chord members only.. Additional temporary and permanent bracing r MiTek' Is always required for stability and to prevent collapse with possible personal lnlury and property damage. For general guldonce regarding the fabrication. storage. dellvery. erectlon and bracing of trusses and truss systems, seeANSIAPII Quo Criteria. DS549 and SCSI building Component 6904 Parke East Blvd.m Safely Infourtio c olloble from Truss Plate Institute.218 N. Lee Sheet. Suite 312, Alexandria, VA 22 14. Tampa, FL 33610 Job Truss Truss Type Oty Ply T16788120 1683455-WINCHIP-BAIF PB2 Piggyback 2 7 Jab Reference (optional) ammelJ rubl ODUFUU, ri an flay, rL- JCJoo, e.e4U s L,ec b eU1 a mI I ea moUSmes, mC. Mon Apr Tb r b:eUa 1 em a 0 2x4 i 4x6 = 2 2x4 II LOADING (pat) SPACING- 2-0-0 CSI. DEFL, in (too) Udefl Ud TCLL 20.0 Plate Gdp DOL 1.25 TIC 0.11 Vert(LL) We - n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 4 11 n/a BCDL 10.0 Code FBC2017/TP12014 .Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD SOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 1=112/7-0-1,4=105/7-0-1,5=24717-0-1 Max Horz 1=64(LC 12) Max Uplift 1=-19(LC 12), 4=-40(LC 8), 5=-64(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-163/258 Scale = 1:15A 2x4 II 3 4 2x4 II PLATES GRIP MT20 244/190 Weight: 241b FT=20% Structural wood sheathing directly applied or 6-0-0 oc pur ins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124rl TCDL=4.2psf; BCDL=5.Opsf; h=1511; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.fi0 2) Provide adequate drainage to prevent water ponding. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 pal bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottomchord 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 tobearing plate capable of withstanding 19 lb uplift at joint 1, 40 lb uplift at joint 4 and 64lb uplift at joint 5. 7) See Standard. Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cart 6634 6904 Parke East Bald. Tampa FL 33610 Date: April 16,2019 ,A WARNING - Verity Eesige parameten mmd READ NOTES ON TNISAND INCLUDED MITEICREFERANCEPAGEMD1473 rev. lea30?015 BEFORE USE Design valid for use only with Mgek connectors. Iihs design is based any upon parameters shown, and is far an Individual building component. not amuss system. Before use, me building designer must verify the applicability of design parameters and properly Incorporate this design into the overall buildingdeslgn, Bracing indicated Is to prevent buckl'mgofIndividual truss web and/or chord members only. Add' onaltemporaryondpennonentbrocing �Ma�- MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fob0caaon, storage. delivery, erection and bracing of trusses and truss systems, reeANSVrPR Quay Criteria, DSB49 and BCSI Building Caml ni 69N Parke East Blvd.Safety mformatbrwallable from Truss Plate In55Me, 216 N. Lee Streat, Suite 312, Alexandria. VA 22314. Tampa, FL 33810 Job Truss Truss Type Oty Ply T16788121 1683455-WINCHIP-SAIRD PB3 Piggyback 4 1 Job Reference (Optional) ounueua nim auun.e, riarn,nry,r -mavb, b.Z s use b zuaa mnea mauslnes, mc. mon Apnb 1e:eu:m zmu rage T ID:b7nHj3WKBGsx OdJNOA6sgz P8x-DCtw8rTAeVIotWZRNvGgpM45DbBSAbNUHEBUxizQOII 46 = KI Scale=1:17.1 6 5 2x4 = 2x4 11 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.00 1 n/r 120 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(CT) 0.01 1 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/(P12014 Matdx-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 5=39/6-4-4, 2=193/6-4-4, 6=259/6-4-4 Max Horz 2=80(LC 12) Max Uplift 5=-39(LC 13), 2=-58(LC 12), 6=-47(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. PLATES GRIP MT20 244/190 Weight: 27lb FT=20% Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. 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=4.2psf; BCDL=5.Opsf; h=151t; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 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 mechanical connection (by others) of truss to bearing plate capable of withstanding 39lb uplift at joint 5, 58 lb uplift at joint 2 and 47 16 uplift at joint 6. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Data: April 16,2019 0 wMNING-Verify design aaremetenaed READ NOTES ON TN/SAND INCLUDED MREKREFERANCEFAGEM3-74" rev. IoTsV20158EFORE USE �ppp Design valid for use only with Mite&connectors. This design is based only upon parameters shown, and is for an iridwidual 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 buildingdesign. Bracing indicated b 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 end bracing of trusses and truss systems, seeANSVrpII Quo lyy Criteria, DSB49 and BC51 Building Component Safety tnfarnatiorlovailabie from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314. MiTek' 6904 Parke East Bald. Tampa, FL 33610 Job cuss russ ype y y T16T88122 1683455-WINCHIP-BAIRD PB4 GABLE 1 t Job Reference o tional :rs ,.,.o.... ton ieca, IL. Jaeab 8,240 s Apr 6 2019 Wei, Industries, Inc. True Apr 1611:40:01 2019 Page 1 ID:b7nHj3W KBGsxrOdJNOA6sgmP8x--gMXV FTrMFc7oI26CiIDiNgRahSO55vLEBJygLz(2A4i 1-H-15 I 27-3.15 29-3-14 1-11-15 25-4-0 1-11-15 6.00. r12 3x6 = 3 4 2 3x4 = 18 3x8 II Wig! IBM Ali ca�a -I 3x6.=_ 9 10 13 3x4 = 3x8 11 Scale: 1/4'=1' 12 x? m10 66 Plate Offsets(X,Y)-- f3:0-3-00-2-01 f10:0-3-00-2-01 LOADING (psf) SPACING- 2-" CSI. DEFL. in floc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Gap DOL 1.25 TC 0.34 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT) n/a - Na 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.01 Horz(CT) -0.00 12 rVa n1a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight:. 891b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 0o purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x8 SP 240OF 2.0E REACTIONS. All bearings 29-0-14. (lb) - Max Horz 1=14(LC 9) Max Uplift All uplift 100 lb of less at joint(s) 1, 12 except 2=-163(LC 24), 16= 131(LC 8), 17=-139(LC 8), 18=-126(LC 9), 14= 141(LC 9), 13=-107(LC 8) Max Gray All reactions 250lb or less at joint(s) 1, 12, 2 except 16=436(LC 1), 17=458(LC 24), 18=412(LC 23), 14=463(LC 23), 13=378(LC 24) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 7-16=-319/248, 5-17=-334/306,4-18=-309/300, 8-14=-337/307, 9-13=-293/290 NOTES- 1) Unbalanced mot live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph.(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and.C-C Exteaor(2) 0-4-3 to 10-5-12, Intedor(1) 10-5-12 to 27-3-15, Exterior(2) 27-3-15 to 28-11-12 zone; cantilever left and fight exposed ;C-C for members and foces & MWFRS for reactions shown; Lumber DOL=1.60 plate gap DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSIITPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 6-0-0 Co. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.0pst 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) 1, 12 except 01=11b) 2=163,9fi=131, 17=139, 18=126, 14=141, 13=107. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Dale: April 16,2019 O WARNING - Verity deaign Para meters antl READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE alli rev. rNAa201SBEFOREUSE Design volldfor use only with MOek®connectors. This design b 6coad only upon parameters shown, and is for on Individual bulltling component, not a hum 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 hum web and/or chord members only., Additional temporary and permanent bracing IsalwaysrequiredforstabilityantltopreventcollapsewithpossiblepersonalNluryandproperlydamage. For general guidance regarding tine fobdcotlon, storage, delivery, erection and bracing of busses and buss systems, seeAN61/IPI I Gualg Caloric. DS349 and Best Building Component Safety Informaharnvoilable from Truss Rote Institute, 218 N. Lee Sheet, Suite 312, Alexandria, VA 22 14. af:R. DYM �F MlTek- 6904 Palle East Blvd. Tampa, FL 33610 Job Truss Truss Type Qty Ply T16]88123 1683455-WINCHIP-BAIRD PB5 GABLE 1 1 Job Reference (Orltionall cullaw, rnerSaUge, ran V ece, rL 34945 29-3-14 8.240 s Apr 6 2019 MiTek Industries, Inc. Tue Apr 1611.41:13 2019 Page 1 ID:b7nHj3 W KBGsxrOdJNOA6sgmP8x-tWjlmL00NgvRMYyQgl5cZpkglOmzeaxoOlIGAzQA3a 29-3-14 Scale=1:49.7 4-8-0 6-0.0 6-0-0 44 6.00 12 4x6 _ 3.6 = I 4x6 = 3 4 5 17 6 18 7 8 3x4 = 16 15 14 13 12 11 3x4 = 3.6 = 29-3-14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ii Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Ved(LL) 0.00 10 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Ven(CT) 0.00 10 Ni 120 BCLL 0.0 Rep Stress Incr YES WE 0.09 Horz(CT)- 0.00 9 n/a n1a BCDL 10.0 Code FBC2017rrP12014 Matdx-SH Weight: 95 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP.No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 27-5-4. (lb) - Max Ho¢ 2=-30(LC 10) Max Uplift All uplift 100 lb or less atjoint(s) 2, 16, 11, 9 except 14=-136(LC 8), 15=-132(LC 8), 12=-132(LC 9) Max Grav All reactions 250 lb or less at joints) 2, 9 except 14=458(LC 1), 15=417(LC 24), 12=417(LC 23), 16=267(LC 1), 11=2611) FORCES. (I s) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. WEBS 6-14=-333/270, 4-15=-009/292, 7-12=-309/292 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opst h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) 0-4-3 to 12-5-12, Interior(1) 12-5-12 to 2"-15, Extedor(2) 25-3-15 to 28-11-12 zone; cantilever left and fight exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1. 4) Provide adequate drainage to prevent water pending. 5) All plates are 2x4 MT20 unless otherwise. indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 6-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottomchord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 2, 16, 11, 9 except (jt=lb) 14=136, 15=132, 12=132. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 16,2019 WARNING- VadlyCeslgn parametersand BEAD NOTES ON WS AND INCLUDED MITEK REFEPoINCE PAGE MIL14T3 rev.1 N1031015 BEFORE USE. Design volld for use only with MBeI,G) connectors. Mu design b based only upon parameters shown, and Is for on Individual bullding component, not a Truss system. Before use, Me building di must verify Me applicability of design parameters antl properly Incorporate this design Into the overall Inv Is' buildingtlesign. Bracing Indicated is to prevent buckling oflntlMdualTruss; web and/or chord members only.. Additional temporary and permenent bracing MiTek- Isalways required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding Me fabrication, storage, delivery, erection and bracing of busses and Truss systems, seeANSVIPII QUIT Criteria. DSB419 and SCSI Building Component 69" Parke East Blvd.Safety InformpFbnovollabie from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria. VA 22114. Tampa, FL 33610 oTruss mBe I ype Cry Ply T16788124 1683455-WINCHIP-BAIRD PB6. GABLE 1 1, Job Reference (optional) Builders FirstSoume, Fan Piece, FL U945 8.240 s Apr 6 2019 Mrek Industries, Inc. Tue Apr 1611.42:17 2019 Page 1 ID:b?nHj3 W KBGsxrOdJNOA6sgwP6x-?ga1Q169K1 kg6BRFAGB6C3Tg? W sLzbMMVLFBSTzOA2a Scale =1:49.7 Eg-4 6.00 FIT 3x6 = 4x6 = 3x4 = 16 15 14 13 12 11 31 = 3x6 = 29-3-14 LOADING (psf) SPACING- 2-0-0 CSI. DEPL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.36 Vert(LL) 0.01 10 ntr 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.29 Ved(CT) 0.02 10 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WE 0.09 Horz(CT) 0.00 9 n/a rVa BCDL 10.0 Code FBC2017/TP12014 Matdx-SH Weight: 1031la FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 27-5-4. (lb) - .Max Hom 2=-46(LC 10) Max Uplift All uplift 1001b or less at joints) 2, 16, 11, 9 except 14=-143(LC 8), 15=-116(LC 8), 12= 116(LC 9) Max Gray All reactions 2501b or less at jojnt(s) 2, 9 except 14=484(LC 1), 15=336(LC 24), 12=336(LC 23), 16=290(LC23), 11=290(LC 24) FORCES. (lb) -Max. Comp./Max Ten. -All forces 250 (Ib) or less except when shown. WEBS 6-14=-350/305,4-15=-260/230, 7-12=-260/230 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 04-3 to 14-7-15, Interior(1) 14-7-15 to 23-3-15, Exteror(2) 23-0-15 to 28-11-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1:60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1. 4) Provide adequate drainage to prevent water pending. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 6-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. 9)' This truss has been designed for a live load of 20.Opsf. on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 16, 11, 9 except Qt=lb) 14=143, 15=116, 12=116. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 16,2019 ,0 WARNING- Vedlydesfgnpanmefera and SEAL)NOTES ON MIS AND INCLUDEDMIrEKREFERANCEPAGEM614T4rev. UVIN20159EFORE USE Design valid for use only Win Miele® 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 bulldingdesign. Bracing indicated is to prevent buckling of lncMdual buss web and/or chord members only., Additional temporary and permanent bracing MiTek' b always required for stability end to prevent collapse with possible personal injury and property damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of busses and truss systems, seeANSVIPIT Cup1Ry Cri DSB-89 and SCSI Building Component 6904 Parke East Blvd.Safely mfomsatbsgvoiloble from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria. VA 22314, Temp., FL 33610. Job runs nus ype ty y T16]88125 1683455-WINCHIP-BAIRD PB] PlggySeok 1 1 Jab Reference (optional) 0"40 eN r a Len n. I In mnaee' raw ,rear ne n:w:w [urn re e, ID:b7nHj3WKBGssalDdJNOA6sgmp x-OmuDWrAMb4gLgjA9Klmind6j _vaaOfJl2ZoYMzO 1C f d d 4x6 = 4.6 = 4. 5. 21. 6 22. 7 6 3x4 = 19 18 17 16 15 14 13 12 3x4 = 3x6 = Scale = 1:49.7 29-3-14 LOADING (pso SPACING. 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.01 11 Nr 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.24 Vert(CT) 0.02 11 n1r 120 BCLL 0.0 ' Rep Stress ]nor YES WB 0.12 Horz(CT) 0.00 10 n1a Na BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 119 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 0o puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 27-5-4. (Ib) - Max Horz 2= 62(LC 10) Max Uplift All uplift 1001b or less at joint(s) 2, 16, 17. 14, 18, 13, 10 except 19= 217(LC 12), 12=-217(LC 13) Max Grav All reactions 250 lb or less atjoint(s) 2, 18, 13, 10 except 16=307(LC 23), 17=278(LC 1). 19=488(LC 1), 14=278(LC 1), 12=488(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-19=-323/408, 9-12=-323/408 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opst h=1511; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) 0-4-3 to 6-4-3, Interior(1) 6-4-3 to 7-11-15, Exterior(2) 7-11-15 to 16-5-12, Interior(1) 16-5-12 to 2"-15, Extedor(2) 21-3-15 to 28-11-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 pat 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, 16, 17, 14, 18. 13, 10 except Gt=lb) 19=217, 12=217. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Michael S. Magid PE No.53661 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 16,2019 Q WANN/NG- Verify dedgnparamere sang?"" NOTES ONTHISANO INCLUDED AIMEKNEFERANCEPAGEMM1]413 re¢ 1=aVf5BEFOBEUSE **® Design valid for use only with MiTek® connectors. This design Is based only upon parametes Shawn, and Is for an Individual building component, not myH a truss system. Before use, the building designer must verify the appllcobary of design parameters and popery incorporate this design into the overall buildingdesign, Brocing Indicated is to prevent buckling of lndNitlual truss web and/or chord members only. Adtlitlonal temporary and permanent bracing MiTek' Is always required for stablllfy and to prevent collapse with po54ble personal injury and property damage. For general guidance regartling the tabrica8ao. storage, delivery, erection and bracing of busses and hum systems. seeANSVrpll QualNv Criteria, DS049 lend SCSI Balding Component Safely Mlonnationevollobie from Truss ROD InsBtute, 218 N. Lee Street, Suite 312. Alexandria. VA 22 14. Sees Palle East Blvd. Tampa, FL 33610 Job Truss Truss Type O1Y Ply T167BB126 1683455-WINCHIP-BAIRD O1 Monopitch Girder 1 1 �J.bR.fmence (optional) BUIWOM First Source, Plant City, FL - 32566, 8.240 s Dec 6 2018 MiTek Industries, Inc. Mon Apr 15 18:29:24 2019 Page 1 ID:b?nHj3W KBGsxrOdJNOA6sgmP8x-2MECPuYwEL2ybR1 bj9N43dKBt?5ba6XMf9bo9LzOOlf 5-7-4 10-11-0 12-5-0 5-7-4 5-3-12 1 -6 3xE 2xa II 46 � 4 6 5.8 STP=�� STI.5x8 STP= 7x10 = LUS24 6z8 - 4x6 II 3,8 II LUS24. LUS24 7x1D = LUS26 5-7-4 10-11-0 12-5-0 5-7-4 G.3.12 11-GOB Scale = 1:71.4 Plate Offsets (X,Y).- [5:0-4-0 0-4-01 [6:0-7-12 0-441 18:0-4-8 0-0-8] [9:0-5-0 04-121 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.38 Vert(L-) -0.06 6-9 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.11 B-9 >999 240 SCLL 0.0 Rep Stress Incr NO WB 0.92 Horz(CT) 0.02 5 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Mafrix-SH Wind(L-) 0.06 8-9 >999 240 Weight: 148 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 *Except* 3-8: 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 *Except* 4-5,1-10: 2x6 SP No.2 WEBS REACTIONS. (lb/size) 5=1982/0-6-0, 10=210910-7-0 Max Hom 10=244(LC 8) Max Uplift 5=-790(LC 8). 10=465(LC 8) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-1100/222, 2-3=43077, 1-10=-1406/283 BOT CHORD 9-10=-262/58, 6-8=-311/953, 3-6=-624/1715, 5-6=-117/281 WEBS 2-9=-222/618, 6-9=-352J826, 2-6=-871/359, 3-5=-1737/714, 1-9=-196/1195 Structural wood sheathing directly applied ors-3-13 oc pudins, except end verticals. Rigid ceiling directly applied or 8-94 oc bracing. Except: 10-0-0 oc bracing: 6-8 1 Row at midpt 4-5.3-5 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opst h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. 3) • This truss has beendesigned for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except (jt=lb) 5=790,10=465. 5) Use Simpson Strong -Tie LUS24 (4-1Od Girder, 2-1Od Truss, Single Ply Girder)or equivalent spaced at 2-M oc max. starting at 4-7-12 from the left end to 8-7-12 to connect truss(es) to back face of bottom chord. 6) Use Simpson Strong -Tie LUS26 (4-1od Girder, 3-1Od Truss, Single Ply Girder) or equivalent at 10-94 from the left end to connect truss(es) to back face of bottom chord. 7) Fill all nail holes where hanger is in contact with lumber. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 462 lb down and 158 lb up at 0-7-12, and 4501b down and 170 lb up at 2-7-12 on bottom chord. The desigrdselection of such connection device(s) is the responsibility of others. 9) In the LOAD CASES) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 8-10=-20, 7-8=-20, 5-6=-20 Concentrated Loads (lb) Vert: 8=-570(B) 11=-462 12=450 13=-570(B) 14=-570(B) 15>570(B) Michael S. Magid PE No.53661 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Bala: April 16,2019 ,&WARNING-Verltydeslgn paraineren Antl READ NOTES ON TNISAND INCLUDED MITEKHEFENANCEPAGEMIN473ree fONINDISBEFONE USE Design valid for use only with Mrek®cannecfors. fits design is based only upon parameters shown, and a for an Individual building component not a trots system. Before use, the. building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall bullOngdeslgn. BrocingIndicated IstopreveAtbuckling oflkxJ[vdualbuss 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, delNery, erection and bracing of trusses and buss systems, seeAN5VIP11 CualBy CRada, 05949 and BCSI Building Component Soda Informallonavaiiabie from Truss Plate Insfitute.218 N. Lee Sheet. Suite 312, Alexandria. VA 22314. k`6 �■ MiTek' 6904 Parke East Blvd. Tampa, FL 33610 Job - Truss Truss Type Cry Ply T16788127 1683455-WINCHIP-BAIRD 02 Half Hip Girder 1 1 Job Reference (Optional) Builders First Source, Plant City, FL - 32566, 8.240 s Dec 6 201 B MiTek Industries, Inc. Mon Apr 15 18:29:25 2019 Page 1 ID:b?nHj3WKBGsxrOdJNOA6sgz P8x-WYoacE7Z?eApDbcoHtLOcgtlbPSZJezVupKLhozOOle 8-8.0 6.00 12 5x8 = 2x4 II 3x6 = 3x6 i 2 10 11 9 12 13 14 8 7 2x4 II 7x10 = LUS24 5x8 II 8x10 = LUS24 LUS24 LUS26 Scale = 1:54.2 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress lncr NO Code FBC2017/TP12014 CSI. TC 0.45 BC 0.83 WB 0.59 Matrix-SH DEFL. in Vert(LL) -0.07 Vert(CT) -0.13 Horz(CT) 0.03. Wind(LL) 0.06 goc) Vdefl L/d 8-9 >999 360 8-9 >749 240 5 n1a n/a 8-9 >999 240 PLATES MT20 Weight: 109 lb GRIP 244/190 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2x6 SP No.2 `Except* except end verticals. ' 3-8: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: WEBS 2x4 SP No.3 `Except* 10-0-0 oc bracing: 6-8 4-5: 2x6 SP No.2 WEBS 1 Row at micipt 1-10 REACTIONS. (lb/size) 5=1313/0-6-0, 10=1600/Mechanical Max Horz 10=26(LC8) Max Uplift 5=-312(LC 5), 10=-373(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-329/75, 2-3=-325/82, 3-4=-020/79, 4-5=-1057/253, 1-10=-1677/370 BOT CHORD 8-9=-84/2B9, 6-8=-196/1037 WEBS 4-6=-275/1097, 1-9=-351/1544 NOTES- 1) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opst h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 pat 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, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joint(s) except (jt=lb) 5=312, 10=373. 7) Use Simpson Strong -Tie LUS24 (4-1 Did Girder, 2-1 Od Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starling at 0-8-12 from the left end to 4-8-12 to connect Buss(es) to front face of bottom chord. 8) Use Simpson Strong -Tie LUS26 (4-1 Did Girder, 3-1 OdTruss, Single Ply Girder) or equivalent at 6-10-4 from the left end to connect trusses) to front face of bottom chord. 9) Fill all nail holes where hanger is in contact With lumber. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 2-4=-54, 8-10=-20, 7-8=-20, 5-6=-20 Concentrated Loads (Ib) Vert: 8=-570(F) 11=-575(F) 12=-570(F) 14= 570(F) Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6964 Parke East Elvd. Tampa FL 33810 Data: April 16,2019 ,&WARNING-Venfrdeslgnpammetersend READ NOTES ON THISAND INCLUDED MITEKREFERANCEPAGEMR7=rue toMet¢OrSBEFORE USE Design valid for use onlywith MKeW connectors. This design is based only upon parameters shown. and Is for an IndMdual building component, not ��- a truss system. Before use, the building designer must warty Me applicability, of design parameters and properly Incorporate this design Into the overall bulldIngdeslgn, Bracing Indicated Is to buckling ofIndividual muss web and/or chord members only., Additional temporary end permanent bracing MiTek' prevent Is always required for slabilify and to prevent collapse with possible personal Injury and property damage. For general guidance regarding Me tabrlcaaon: storage, delivery, erection and bracing of musses and truss systems, seeAN31/IPtt Quality Ciliate, DSB-89 and BCSt Building Component 6904 Parke East Blvd. Safety Informallonavailable from Truss Rate Institute, 218 N. Lee Sheet, Suite 312, Nexani VA 22314. Tampa, FL 33610 Job Truss Truss Type pry Ply T16788128 1683455-WINCHIP-BAIRD V1 Valley 3 1 Job Reference (optional) amours rlmr course, ream ury, VL- 32o0U, 6 d 2x4 i 8.240 s Dec 6 2018 MiTek Industries, Inc. Mon Apr 1518:29:25 2019 Page 1 ID:b4nHj3WKSGsxrOdJNOA6sgmPex-WYoacEZZ?eApDbcaHtWcglOOPe Jn9VupKLhozOOle 2 3 Scale =1:7.8 LOADING (pst) SPACING- 2-0-0 CS7. DEFL in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Ved(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n1a - n/a 999 BCLL 0.0 ' Rep Stress [nor YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC20177TP12014 Matdx-P Weight: 5lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 as purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=51/1-11-8, 2=37/1-11-8, 3=14/1-11-8 Max Horz 1=28(LC 12) Max Uplift 1=-e(LC 12), 2=-29(LC 12) Max Gmv 1=51(LC 1), 2=37(LC 1), 3=27(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and fight exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gablerequires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing atjoint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 1, 2. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Dale: April 16,2019 Q WARNING- Vedfydes/gnparemefersand BEAD NOTES ON TN/SAND INCLUDED MITEKBEFERANCEPAGEMO-741mrev. fG10112015BEFOBE USE Design valid for use only wlm Mlrek® 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 Inc Nidual truss web and/or chord members only.. Additional temporary and permanent bracing Is always required for stability and to preventcollopse with possible personal Injury and property damage. For general guidance regarding the fobricatlon. storage, delivery, erection and bracing of trusses and buss systems, WeANSVlpll Quality Croerla, DSB49 and BCSI building Camponent Safety hfafmaWb ailoNe from Truss Note Institute, 218 N. Lee Sheet Suite 312. Alexandao, VA 22314. ��• MiTek• 6904 Parke East Blvd. Tampa, FL 33510 Job Thus Ory Ply T7678B129 1683455-WINCHIP-BAIRD �TrussTypo V2 Valley 2 1 Job Reference (optional) .uuaere Iffm.."se.. ream spry, rL- azo.b, 8.24USUEC e2Lrd MIIeKInaUS10e5.mC. MOn ADr1b1BRB:2B v d d 2 3 2xd i 2,4 II Scale=1:12.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(L) Na - Na 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.20 Vert(CT) Na - Na 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 Na Na BCDL 10.0 Code FBC2017/TP12014 Mal Weight: 141b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 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-M oc bracing. REACTIONS. (lb/size) 1=119/3-11-8, 3=119/3-11-8 Max Ho¢ 1=66(LC 12) Max Uplift 1= 19(LC 12), 3=-53(LC 12) FORCES. (Ib) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL--S.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate gill DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joints) 1, 3. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 3381D Date: April 16,2019 Q WARPING - Vedrydesfgn Paranetse and READ NOTES ON THISANDINCLUDED MNEKBEFEr1ANCEPAGEMOLUM rev. 162132015BEFOHE USE Design volld for use only with Mgek® connectors. This design Is bosed only upon parameters shown. and Is for an IncMdual building component. not a hum system. Before use. Me building designer must verify the oppllCabliily of design parameters and popery Incorporate this design Into the overall bullDingdeslgn, Bracing Indicated is to prevent buckling of lntlNldual hussweb 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, delNery, erection antl bracing of trusses antl hum systems seeANSVr911 Quality Caters. s. DSB49 and SCSI B.1dkr9 Compismeat 69N Parke East Blvd. Safety Informatbtrovailabie from Truss Rate Institute. 218 N. Lee Sheet Suite 312, Nexondrlo. VA 22314. Tampa, FL 33610 Job - Truss Type OtyPlyT16788130 1683455-WINCHIP-BAIRD �Tv7s Valley 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566. 8.240 s Dec 6 2018 MiTek Industries, Inc. Mon Apr 15 18:29:26 2019 Page 1 ID:b7nHj3W KBGsxrOdJNOA6sgmPBz_kMygaZBmylgdB_mPY82PP8pgf2EPf6T4vEEZOOld 6.0.0 6.0.0 Scale=1:20.0 2x4 ' 2x4 It LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC O.6-9 Verl(LL) Na - Na 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 058 Vert(CT) Na - Na 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 Na Na BCDL 10.0 Code FBC20171TP12014 Matdx.P Weight: 21 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (Ib/size) 1=193/5-11-8, 3=193/5-11.8 Max Horz 1=107(LC 12) Max Uplift 1= 32(LC'12), 3=-85(LC 12) FORCES. (Ib) - Max. Camp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-141/260 Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 ac bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=5.Opsf; h=1511; Cat. II; Exp B; Encl.. GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. Michael S. Magid PE No.53631 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33010 Date: April 16,2019 ,& WARNING- Verlry Ceelgnpemmetemend READ NOTES ON M SANDWCLUDED MREKREFERANCEPAGEM67Mmv. 10=2015 BEFORE USE. Design valid for use onlywith MRek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not o muss system. Before use. Me building designer must v rty the applicability of design parameters and properly Incorporate Mis design Into t,@overall butdingdedgn. Bracing Indicated is to prevent buckling ofindiidualtruss web and/or chord members only. Additional temporary and, 3' onentbrOcing MiTek' Is always required for stability and to prevent collapse with passible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of musses and muss systems. seeAedurri Quality Cristo, DSB-69 and SCSI Building Component 690t Parke. East Blvd. Safety Informatbrpvallable from Taus Plate Institute, 218 N. Lee Steel, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job hus Thus Type Qty Ply T16788131 1683455-WINCHIP-BAIRD �Tf Valley 1 1 Job Reference (optional) bull0ers rBsi Source, vim lAy, rL- J2bbb, a.z4e s UOC b 2ula MI I eK mauSmes, IOC. Man Apr lb 1b:2e:a/ 2ula regal ID:b7nHj3W KBGsxrOdJNDAesgmPex-TmKl wapXGOXSulAPIwnhFyhyDGkngsoL7pSmgzOOlc 8-0.0 8-0.0 a 0 d 2x4 II 3 4 2x4 G 2x4 11 2x4 II LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ltd TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vart (CL) n1a - n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.21 Vert(CT) Na - n/a 999 BCLL 0.0 ' Rep Stress ]nor YES WB 0.12 HGR(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=95/7-11-8,4=116f7-11-8,5=324(7-11-8 Max Horz 1=147(LC 12) Max Uplift 4=-51(LC 12), 5=-142(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-258/100 WEBS 2-5=-231/388 Scale=1:25.3 PLATES GRIP MT20 244/190 Weight: 31 Do FT=20% Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ABC 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=5.Opsf; h=1511; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) 0-7-9 to 6-7-9, Intedor(1) 6-7-9 to 7.10-4 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This buss has been designed for a 10.0 par bottom chord live load nonconcument with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 4 except Qt=lb) 5=142. Michael S. Magid PE No.53681 MITek USA, Inc. FL Carl 6034 6904 Parke East Blvd. Tampa FL 33610 Date: April 16,2019 Q WARNING -yadrydesl is pa..afs..rd REAO NOTES ON TNLSANO INCLUDED MIFEKREFERANCEPAGEMLL7473 rev. 104134?015 BEFOREUSE R- DesignvoidforuseonlywithMTelt)connectors. this design is based only upon parameters shown, and 4 for an Individual building component, not 6■� a ouss system. Before use, me building designer must very me applicability of design parameters and properly Incorporate this design Into me overall bulaingdeslgn. Bracing Indicated Is to prevent buaklingoflndiAdualtruss web and/or chord members only, temporary and permanent bracing M!Tek' .Addrionol Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fobticatlort storage, dell ery, erection and bracing of musses and buss systems. meANSUBRI Quality CMedv, D3849 and SCSI Building Component 69N Parke East BNd. Safety Informationavollable from Truss Rate institute, 218 N. Lee Stoat. Suite 312 Alexandria. VA 22314, Tampa, FL 33610 r Job . Truss Type Oty PlyT76788132 F 1683455-WINCHIP-BAIRD V5 . 1 1 Job Reference optional) Cunaers rrrsr bource, riam l,ny, rI_-JLD00, a.eaus uec a zu rD mu ex mausmes, ma. mun npr m ioze:eo rum d 20 i 2 3x6 = 2x4 1 Scale=1:12.5 Plate Offsets (X Y)-- f2:0,3-0 Edael LOADING (psl) SPACING- 2-0-0 051. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) Na - n/a 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(CT) Na - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hom(CT) 0.00 3 SIG n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-P Weight: 16 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 1=163/5-7-0, 3=163/5-7-0 Max Horz 1=18(LC 9) Max Uplift 1=-39(LC 12), 3=-39(LC 13) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-8-0 oc pudins. 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=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, S. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cart 6034 6904 Parke East Blvd. Tampa FL 33810 Date: April 16,2019 Q WARNING - Veriydeslgnpaiameters and READNOTES ON MIS AND /NCLUDEDMREKNEFENANCE PAGE MIN4T3 ree 1GN3/J015 BEFORE USE. Design valid for use only with l connectors. We design Is based only upon parameters shown, and Is for an Indhiduot building component, not �R- a #on system. Before use. Me, building designer must verity me applicability of design parameters and property Incorporate this design into the overall bufldingdesign. Bracing indicated Is to prevent luckling of intlividual truss web and/or chord members only., Additional temporary and permanent loading MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, all erection and bracing of hums and truss systems, see kIfli 9U Gually Call DSB49 and BCSI SutdhB Com"isent 6904 Parke East Bind. Safety Informationavoilable from Truss Nate Indrute. 218 N. Lee Sheet, Suite 312. AlexonCrlo, VA 22314. Tampa, FL 33610 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION 3 " Center plate on joint unless x, y /4 offsets are indicated, 6-4-8-8 dimensions shown in ft-in-sixteenths I I (Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 3 1. Additional stability bracing for truss system, e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing, is always required. See SCSI. 1/ c1-2 C2-3 2. Truss bracing must be designed by an engineer. For 4 wide truss spacing, Individual lateral braces themselves 0 WEBS Gro may require bracing, or alternative Tor l O2 ,y �' p bracing should be considered. U �� 3 a y U 3. Never exceed the design loading shown and never Inadequately braced a�° stack materials on trusses. LLt��For;4x _ 4. Provide copies of this truss design to the building 2 orientation, locate c2a rb2 csa BOTTOM CHORDS designer, erection supervisor, property owner and all other Interested parties. plaes 0-Vag' from outside edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol Indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/rPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from 'Platelocationontequest.ilableinMTek20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment In accord with ANSI/rPl 1. sOftWOIB Of Upon request. NUMBERSAETTERS. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. unless expressly noted, this design is not applicable for ICC-ES Reports: use with fire retardant, preservative treated, or green lumber. The first dimension is the plate 10. Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator. General practice is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions Indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless Otherwise shown. In all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing Indicated on design. If Indicated. Lumber design values are in accordance with ANSIlrPI 1 section 6.3 These truss designs rely on lumber values 14. Bottom chords require lateral bracing o110 ft. spacing, or less, if no ceiling b e tat installed. unless at 10 noted. BEARING established by others. Indicates location where bearings (supports) occur. Icons vary but • © 2012 MITek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16, Do not cut or alter truss member or plate without prior approval of an engineer. reaction section Indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. Min size shown Is for crushing only, _ Mill e 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19. Review all portlons of this design (front back, words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. ® is not sufficient. BCSI: Building Component Safety Information, Mill k 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/[PI 1 Quality Cntedo. Installing & Bracing of Metal Plate Connected Wood Trusses. MITek Engineering Reference Sheet: MII-7473 rev. 10/03/2015