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TRUSS PAPERWORK
RE: 1477518 - Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These trussldpsigns rely on lumber values established by others. 1�ia- oaq�l FILE -.COPY MiTek USA, Inc. Site Information: sso4 Parka as Blvd. iiam a, FL 33610.4115 Customer Into: PARADISE HOPMES Project Name: Rosen Residence Model: Gus�oIT Lot/Block: Subdivision: SCANAjED Address: T.B.D. Laurels Place sy City: Port St. Lucie / St. Lucie State: Fl. St, Lucie Co Name Address and License # of Structural Engineer of Record If there is one for the building 0ry� r , Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 55.0 psf Floor Load: N/A psf This package includes 130 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# Truss Name I Date iNo. I Seal# ITruss Name Date 1 T15995136 A01G 1/11/19 118 1 T15995153 1:302 1/11/19 2 IT15995137jA02 11/11/19 119 1 T1 5995154 1 B03 11/11/19 3 IT159951381 A63 11/11/19 120 1 T1 5995155 1 B04 11/11/19 4 T15995139IIA04G 11/11/19 121 1 T1 5995156 1 B05 11/11/19 15 I T15995140II A05 11/11/19 122 I T159951571 B06 11/11/19 16 IT15995141 A26 1/11/19 I23 IT15995158IB07 11/11/19 7 T1599514211A07G 1/11119 24 IT159951591BOB 11/11/19 18 1T1599514311A08 11/11/19 125 1 T1 5995160 1 B09 11/11/19 1 19 1 T1599514411 A09 11/11/19 126 I T1599516111310 1 1 /11 /19 1 10 1 TI5995145 1 Al 5995162 T15995163 B11 1/11/19 11 T15995146 All 1/11/19 28 1 B12 1/11/19 12 1 T15995147 1 Alt 1/11/19 129 J T15995164 11313 1/11/19 13 1 T15995148 1 Ala 1/11/19 130 1 T15995165 1 B14 1/11/19 114 1 T1 5995149 1 Al 4 11/11/19 31 1 T1 5995166 11315 11/11/19 115 T15995150 A15 1/11/19 32 T1 5995167 B16 1/11/19 16 T15995151 A16G 1/11/19 133 1 T15995168 I B17G 1/11/19 117 1T15995152IB01G 11/11/19 134 1 T15995169 I B18 11/11/19 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 EnIgineer's Name: Finn, Walter My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdicUon(s) identified and that the designs comply with ANSI1TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MITek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs Into the overall building design per ANSIf"PI 1, Chapter 2. RECEIVED JAN 16 2019 Si. Lucie County, Permitting ..%````tif1111Rp�h • .-'`OR E N •S No 22839 1t :9 ' STA OF .... O R 1 Q P,''�?"% Waller P. Finn PE No22839 MTak USA, Inc. FL Gan 66M 6904 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 ` Finn, Walter 1 of 3 RE: 1477518 - Site Information: Customer Info: PARADISE HOPMES Project Name: Rosen Residence Model: Custom Lot/Block: ; Subdivision: Address: T.B.D. Laurels Place City: Port Sti. Lucie / St. Lucie State: FI. No. Seal#, I Truss Name Date No. Seal# Truss Name I Date 35 1 T15995170 1 B19 1/11/19 78 T1 59952131 EJ7B 1/11/19 136 1T159951711C01G 1/11/19 79 T159952141EJA1 11/11/19 3 CO2 11/11/19 180 I T1 5995215 1 EJA2 11/11/19 CO3 11/11/19 181 1 T159952161 EJA3 11/11/19 45 11/11/19 82 I T15995217 EJ 11 /9 1/11/119 14390 T59517C05 11/11/19 183 IT15995218A4 141 1 T1 5995176 1 C06 11/11/19 184 1 T1 5995219 1 EJB1 11/11/19 142 T15995177 C07G 11/11/19 185 1 T1 5995220 1 EJB2 11/11/19 143 T1599:178I C08 11/11/19 186 1 T1 5995221 I EJB3 11/11/19 144 T15995179 C09 11/11/19 187 1 T1 5995222 1 EJF1 11/11/19 145 T159951801C10 11/11/19 188 1 T1 5995223 1 EJ F2 11/11/19 146 1T159951811C11 I1111/19 189 1 T1 5995224 1 F01 G 11/11/19 T C12 11/11/19 I190 IT15995225IF02 1/11/19 1 15982 11/11/19 T15995226F034478 I 11/11/19 149 IT15995184IC14 2 T15995227 F04 11/11/19 150 IT15995185 I C15 11/11/19 193 1 T1 5995228 1 F05 11/11/19 151 1 T15995186 1 C16 11/11/19 194 1 T15995229 I FG01 11/11/19 152 IT15995187 I C17G 11/11/19 195 1 T1 5995230 1 HJ4 11/11/19 153 I T15995188 I CJ2 11/11/19 196 1 T15995231 I HJ5 11/11/19 154 1T159951891CJ2F 11/11/19 197 1 T1 5995232 1 HJ5E 11/11/19 155 IT15995190 CJ3 11/11/19 198 IT159952331 R 11/11/19 56 T15995191ICJ3E 11/11/19 199 1 T1 5995234 1 HJ7A 11/11/19 157 I T15995192 I CJ5 11/11/19 1100 1 T15995235 I HJA1 11/11/19 158 1 T1 5995193 1 CJ5A 11/11/19 I101 1 T1 5995236 1 HJA2 11/11/19 159 T159951941 CJ5B 11/11/19 I102 1 T1 5995237 1 HJA3 11/11/19 160 [159?51951CJ5S 11/11/19 I103 1 T15995238 I HJC 11/11/19 61 T15995196 CJ58 11/11/19 I104 1 T1 5995239 1 HJ F 11/11/19 162 1 T159951971 CJ78 11/11/19 1105 1 T1 5995240 1 MG01 11/11/19 163 1 T1 5995198 1 CJC 11/11/19 1106 1 T1 59952411 MG02 11/11/19 164 1 T1 5995199 1 D 0 1 G 11/11/19 1MHG01 11/11/19 165 I T1 5995200 1 D02 I1/11/191107IT15995242 I PB01 11/11/19 166 1T15995201 I D03 11/11/19 1109 1 T1 59952441 PB02 11/11/19 �67 1T15995202 D04G 11/11/19 1110 1T159952451 PB03 11/11/19 68 IT15995203IE01G 11/11/19 1111 1 T1 5995246 1 PB04 11/11/19 169 1 T1 5995204 1 E02 11/11/19 1112 1 T1 5995247 1 PB05 11/11/19 170 1 T15995205 I E03 11/11/19 1113 1 T15995248 I PB06 11/11/19 171 IT159952061 E04 11/11/19 1114 1 T1 5995249 1 PB07 11/11/19 172 I T159952071 EJ4 11/11/19 1115 1 T1 5995250 1 P1308 11/11/19 173 I T15995208 I EJ5 11/11/19 9952174 1T1525IV8 I V4 11/11/19 1 T1 5995209 1 EJ5E 11/11/19117 11/11/19 175 1 T1 59952101 EMS 11/11/19 1118 1 T1 5995253 1 VA1 11/11/19 176 IT159952111EJ7 11/11/19 1119 1 T1 5995254 1 VA2 11/11/19 177 IT15995212 1EJ7A 11/11/19 I120 1 T1 5995255 1 VA3 11/11/19 2of3 RE: 1477518 - Site Information: Customer Info: PARADISE HOPMES Project Name: Rosen Residence Model: Custom Lot/Block: Subdivision: Address: T.B.D. Laurels Place City: Port St. Lucie / St. Lucie State: FI. No. I Seal# ITruss Name Date 121 1 T15995256 1 VA4 1/11/19 1122 1 T1 5995257 1 VA5 11/11/19 1 1123 1 T1 5995258 1 VA6 11/11/19 1 124 T52 15995259601VM4 VM2 11/11/19 �125 1T1599 11/11/19 1126 1 T15995261 1 VM6 11/11/19 1 1127 1 T1 5995262 1 VMS 11/11/19 1 1128 1 T15995263 1 VM 10 11/11/19 1 1129 1 T1 5995264 1 VM12 11/11/19 1 1130 1T159952651VM14 11/11/19 1 3 of 3 Job Oty Ply T15995136 1477518 �Tnusz A01G �Truas`rype Roof Special Girder 1 1 Job Reference (optional) Builders FIrslSOurce, Plant City, FL 33566 6.22U s NOV lb zul6 MI IeK Inauslres, Inc. rn Jan 11 u5:ue:3l Zulu rage 1 10:cSZdj2CetxHARJ4gpwC75rycQdQ-aHJb11168mOrLkpBfUReLLCOKJ84wW dYwyblmXFE 440 23d 0-0-0 1352 1003 20.10.5 29n6 .2_ 30h12 d2.-0 2-2d 9-1 /n3 52-2 52.2 522 5-2-2 52-2 &iD4 41r2 �D Seale=1:79.2 Special Special 6x12 MT20HS = Special Special Special Special Special 3x4 = Special Special Special 4x6 = Special Special 3x6 = Special 3x4 = 5x6 WB= Special 46 = Special 2x4 11 SpecialSx8 = Special 6x8 - 6.00 12 Special 5 28 29 6 30 31 7 32 8 9 33 34 3510 36 37 11 3B 12 13 39 40 14 �r „ �ntltltltltltr� ,�R = L_J 53 54 -- 55 55 _ 4x6 27 41 26 25 42 43 24 44 23 45 22 46 47 21 48 49 20 is 50 51 52 18Bx14 MT20HS = 4x10 MT20HS 11 ST1.5x8 STP = 4x6 = LUS24 LUS24 6xl2 MT20HS = LUS24 46 = LUS248x14 MT20HS =LUS24 5x6 11 LUS24 6x8 = LUS24 7x10 = Special 5x6 = LUS24 06 = LUS24 LUS24 602 MT OIAS = LUS24 LUS24 6xS = LUS24 LUS24 LUS24 LUS24 Special 2-2-5 t-taeH 4a, 1 ern l 13E2 I te33 1 2]10.5 1 z9a6 x33 I 3&0.12 I az-_2 1 1-108 2r-11 40-0 52-2 52-2 52-2 "2 5-2-2 314/ a1-12 Plate Offsets (X,Y)-- [1:0-0-7,0-0-4],[3:0-3-0,0-2-0],[5:0-10-0,0-2-8],[8:0-3-0,Edge],[12:0-3-0,Edge],[13:0-3-8,0-2-8],[15:0-3-8,Edge),[16:0-3-8,0-3-0],[17:0-4-4,Edge], r18:Edge0-3-8] [19:04-120-3-8] [20:0-5-15,0-MI r26:0-3-8,0-3-01 [27:0-3-8.04-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TIC 0.84 Vert(LL) 0.59 21 >816 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.92 Ven(CT) -1.05 21 >455 240 MT20HS 187/143 BOLL 0.0 ' Rep Stress [nor NO WB 0.86 Horz(CT) 0.15 15 rite n/a BCDL 10.0 Code FBC2017/rPI2014 Matrix-SH Weight: 274 lb FT=20% LUMBER- I BRACING - TOP CHORD 2x4 SP No.2'Except* TOP CHORD 4-5: 2x6 SP No.2, 5-8,8-12: 2x4 SP M 31, 12-14: 2x4 SP No.1 BOT CHORD 2x6 SP M 26 'Except' BOT CHORD 11-18: 2x4 SP No.2, 15-17: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 3-26,5-24: 2k4 SP No.2, 17-19: 2x4 SP M 31 13-17,14-16: 2x4 SP No.1 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 15=3095/Mechanical, 27=2954/0-7-10 Max Horz 27=147(LC 26) Max Uplift 15=-1312(LC 5), 27=-1406(LC 5) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-3163/1494, 4-5=-5070/2285, 5-6=-695613088, 6-7=-8330/3640, 7-9=-8553/3707, 9-10=-7601/3275, 10-11=-7302/3142, 11-13=7388/3176, 13-14=-4225/1609, 14-15=-3034/1301 BOT CHORD 26-27=-740/1262, 25-26=-1669/3432, 24-25=-2077/4488, 22-24=-3089/6953, 21-22= 3640/8330,19-21=-3707/8553,18-19=-291/688,11-17=-537/261, 16-17=-1809/4225 WEBS 3-27=-2622/1197,3-26=-1375/3205,4-26=-2926/1241,4-25=484/1137, 5-24=-1245/2995, 6-24=-1591/714, 6-22=-684/1680,7-22=-822/389, 7-21=-94/273, 9-19=-1163/528, 10-19=-536/281,17-19=.303317027, 10-17=-339/151,13-17=-1651/3818, 13-16=-2629/1153, 14-16=-2160/5044 Structural wood sheathing directly applied or 1-9-15 oc pudins, except end verticals. Rigid ceiling directly applied or 4-7-6 oc bracing. NOTES- (12) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opst h=20tt; 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) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with anyother 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 anyother members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 01=11b) 15=1312, 27=1406. 8) Use Simpson Strong -Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent spaced at 2-M oc max starting at 104-12 from the left end to 404-12 to connect truss(es) to front face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. WANNwo- shown end Is for an J..%%j V, eR P. I F�'���i 41 No 22839 6904 Parke Fast Blvd. Temps FL 33610 Date: January 11,2019 MOW 69N Parke East BNd. Tampa, FL 33610 1477518 IA01G I Roof Special Girder I1 I 1 I T15995136 Builders FirstSource, Plant City, FL 33566 6.220 s Nov 162018 MiTek Industries, Inc. Fn Jan 11 05:08:31 2019 Fage2 ID:cSZdj2C8tzHARJ4gpwC75rycOdO-aHJb11168za0rLkpBfUReLLCOKJ84wWdYwyblz XFE NOTES- (12) 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 149 lb down and 348lb up at 3-0-0, 1801b down and 2221b up at ed-0, 801b down end 1061b up at 10-4-12, 801b down and 1061b up at 12-4-12, 80 lb down and 10611cup at 14-4-12, 801b down and 1061b up at 164-12, 801b down and 106 lb up at 18-4-12, 80 It, down and 106 tic up at 20-4-12, 80 lb down and 106 lb up at 22-4-12, 80 lb down and 106 It, up at 24-4-12, 80 Ib down and 106 lb up at 26-4-12, 80 It, down and 106 lb up at 28-4-12, 80 it, down and 106 lb up at 30-4-12, 80 lb down and 106 Ib up at 32-4-12, 76 lb down and 87 lb up at 34-4-12, 76 Its down and 87 lb up at 36-4-12, and 76 lb down and 87 lb up at 38-4-12, and 76 lb down and 87 lb up at 40-4-12 on top chord, and 102 lb down and 2441b up at 3-0-0, and 1141b down and 1291b up at 8-4-0 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). 12) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pg) Vert: 1-3— 90, 3-4=-90, 4-5=-90, 5-14=-90, 1-18= 20, 15-17= 20 Concentrated Loads (lb) Vert: 3=139(F) 5- 178(F) 8=-80(F) 25=16(F) 22=-16(F) 7=-80(F) 12=-60(F) 28=80(F) 29=-80(F) 30=-BO(F) 31=-80(F) 32=-80(F) 33— 80(F) 34=-80(F) 35=-80(F) 36=80(F) 37=-80(F) 38=-60(F) 39=-60(F) 40— 60(F) 41=129(F) 42=-16(F) 43=-16(F) 44=-16(F) 45= 16(F) 46=-16(F) 47— 16(F) 48=-16(F) 49=-16(F) 50=-16(F) 51=-I B(F)52=-16(F)53=-35(F) 54=-35(F) 55=-35(F) 56=-35(F) QWARNING-Verry tleslenparemereraenJHEAp NOTES ON THISAND INCLUDEOMNEKREFERANCEPAGEMl474mmre 1003V0158EFOREUSE Design valid for use only with MIME 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 verity the appicablllty of design parameters and propedy Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stabllily and to prevent collapse with possible personal injury and property, calyl For general prudence regarding the D5B49 and BCSl Bultlhsp Component Safety lnoonellonavonoble from Truss Plate lInstitute,28 N. We Street,Sit312, A1xon�c. VA 22314MeM, T DaaFLo M6101vd Job Truss Truss Type Oly Ply y T75995137 1477518 A02 Roof Special 1 1 Job Reference (optional) burners rlrsibource, riam terry, rL ooaoo tea= ID:cSZdj2CBtxHARJ4gpwC75rycOd0-2TtzV5mkvHisSVJ71M7gBYuLrkgPpLA_xCgV7kmXFD 2-2-5 5-0-0 6-40 1D40 7&&8 2G3-0 34-28 42-2-e 2-2-5 2-&11 14-0 4D0 ]-11-a a. 3x12 MT20HS — 5x6 = 3x4 = 3.6 = 46 = 2x4 II 5x8 = 5 6 7 B 9 10 11 FV- Mar 101 .11 3xB = 21 20 19 ST1.5x8 STP = 3x4 = 3x6 II Sx12 = 78 17 16 15 46 = 3xB = 6x8 = 4xIO MT2OHS = oxle — I4 3x4 II 2-2s lno-a son taco teas zeaa as-za 4x-za ' t-1ae H z-sn I sae I ]-na I ]nta I ]-na I aoo 12 3xa MT20HS II Scale=1:78.5 Plate Offsets(XY)-- [T0-0-00-0-12][3:0-3-00-2-01 [5:0-3-80-2-41 [13:0-5-e Edael [15:0-1-120-2-41117:0-3-80-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 30.0 Plate Gdp DOL 1.25 TC 0.99 Ved(LL) -0.36 15-17 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.70 15-17 >688 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.96 Hoa(CT) 0.15 12 n/a BIG BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 241 Ib FT=20% LUMBER - TOP CHORD 2x4 SP No.2 *Except* 5-7,10-11,7-10: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 9-14: 2x4 SP No.3, 14-16,16-18: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 13-15,11-13: 2x4 SP No.2 REACTIONS. (lb/size) 12=2186/Mechanical, 21=2441/0-7-10 Max Horz 21=192(LC 12) Max Uplift 12=-523(LC 9), 21=-463(LC 9) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or4-5-10 oc bracing. WEBS 1 Row at midpt 11-12, 5-17, 6-15, 13-15, 8-13, 11-13 FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 23=-2397/974, 3-4=-2129/923, 4-5=3441/1460, 5-6=-4572/1984, 6-8=-4530/1933, 8-9=-3846/1643, 9-11= 3916/1671, 11-12=-2094/939 BOT CHORD 19-20=-1392/2916, 17-19=-1374/3035, 15-17=-1984/4572, 14-15=-138/306, 9-13=-766/441 WEBS 2-21=-2313/1067, 2-20_ 966/2365, 3-20=-342/872, 4-20=-1954/843, 5-17=-709/1784, 6-17=-743/409,8-15=-364/256,13-15=-1809/4258,8-13=-757/321,11-13=-1812/4236 NOTES- (8) 1) Wind: ASIDE 7-10; Vult= GCpi=0.18; MWFRS let for reactions shown; Lui 2) Provide adequate drain: 3) All plates are MT20 plat 4) This truss has been des 5) ' This truss has been d( will fit between the bofto 6) Refer to girder(s) for ten; 7) Provide mechanical con 12=523, 21=463. 8) This manufactured prod particular building is the iOmph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; Exp B; Encl., slope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS ier DOL=1.60 plate grip DOL=1.60 a to prevent water pending. unless otherwise Indicated. tied for a 10.0 pat bottom chord live load nonconcurre ll with any other live loads. gned 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 chord and any other member¢. to truss connections. action (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jt=lb) an individual building component. The suitability and use of this component for any e building designer per ANSI TPI 1 as referenced by the building code. �%%% P. l GENg�:Q' No 22839 :9 TE OF : i 00.AO Ile 6N . Walter P. Finn PE No22839 MITek USA, Inc. FL Cart 66N 6904 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 Q WARNING- Verity design Parameters and READ NOTES ON MIS AND INCLUDED MREK REFERANCE PAGE MIF74T3 env. latlaVa1S BEFORE USE. Design valid for use only with MBek& connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �� a truss system. Before use, me building designer must verify the cppllcobilly 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 MOW Is always requlred for stabllity and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the tobricotlon, storage, delivery, erection and brocing of trusses and truss systems, seeANS1mPII Quality Criteria, DSB49 and BCSI Building Component 69M Parke East Blvd. Safely Informallomvailable from Truss Rote Institute, 218 N. Ise Streat. Suite 312 Alexandra, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T15995138 1477518 A03 Roof Special 1 1 Job Reference (optional) Builders Rm Source. Plant City. FL 33566 8.220 s Nov 16 2018 MiTek Industries. Inc. Fri Jan 11 05:08:34 2019 Pace 1 I D:cSZdj2C8txHARJ4gpwC7SrycOdO-7s7kwno7RuyaipTOsn28Gzzj6YKBHGOHOW 9CCdWXFB 28-5 i 5-&8 67-B f� f9d-8 2&11-0 342-8 42.2-8 f-4-a SEB 7-38 7-&8 T-&B &M 3x6 — 20 19 ST1.5x8 STP = Sx12 = 3x8 11 5x6 = 5x6 = 3x4 = 3x6 = 2x4 11 Sx8 = 5 6 7 8 9 10 18 17 16 15 22 14 13 3x4 = Axe 3x4 = 6xB = 3.4 II 4xB = 225 1-I68 538 12dd 1&)A 2611E MM- 42-2d rae a.ia 7aa gas 7aa 7aa eaa 0313 3x8 MT20HS I I Scale=1:78.5 Plate Offsets (X,Y)-- 11:0-D-0.0-0-121, f3:0-3-0,0-2-01,15:0-3-8.0-2-41, fl2:0-5-0:0-3-01.114:0-1-12,0-3-01,119:0-4-8,0-2-81 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TIC 0.87 Vert(LL) -0.27 14-15 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.51 14-15 >929 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WE 0.93 Horz(CT) 0.14 11 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matdi Weight: 252 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 4-5:2x4 SP No.1, 5-8,8-10:2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. SOT CHORD 2x4 SP No.2'Except' WEBS 1 Row at midpt 6-14, 12-14, 7-12, 10-12 91 SP No.3 2 Rows at 1/3 pts 10-11 WEBS 2x4 SP No.3 -Except' 12-14,10-12:2x4 SP No.2 REACTIONS. (lb/size) 11=2186/Mechanical, 20=2441/0-7-10 Max Herz 20=232(LC 12) Max Uplift 11=-521(LC 9), 20=-442(LC 9) FORCES. (lb) - Max. CompJMax. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 2-3=-2510/1010,3-4=-2227/961,4-5=-3381/1423, 5-6=-3835/1700, 6-7= 3665/1591, 7-9=3041/,1315, 9-10=3085/1333, 10-11=-2098/951 BOT CHORD 18-19=-1485/2976, 15-18=-1358/2924, 14-15=-1700/3835, 9-12=-745/429 WEBS 2-20=-2335/1067, 2-19=-974/2430, 3-19=-400/974, 4-19= 1944/880, 5-18=-24/300, 5-15=-434/1155, 6-15=-566/311, 6-14=-263/139, 12-14=-1501/3498,7-12=-747/330, 10-12>1525/3521 NOTES- (8) �p�IeR pip'rI /"V -jam 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=3.Opsf; h=20ft; 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 & MWFRSI. �� `p. E N s �•. % ,, for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 �� V F �•. �� 2) Provide adequate drainage to prevent water pending. NO 22839 �% 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-" wide will fit between the bottom chard and any other members, with SCDL = 10.0psf. '0 % ; IZ 6) Refer to girder(s) for truss to truss connections. % A p , �L/ C •�:/ 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (jt=lb) 11=521, 20=142. j - i O • �% P,: '���� 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Q R 1 ID �_,�� �� s �'•..,,, �?,� �ONA;�`, Waiter P. Flnn PE No.22839 MITek USA, Inc. A. Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 AWARNWG-Ver/tydea/gnPrinwtemendREADMOMSONTHISANDINCLUDEDMREKREFERANCEPAGEsifil hiM4)2rz015BEFORE USE. Design volitl for use only with MIXaM connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a hues system. Before use, the'bullding designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for staff and to prevent collapse with possible personal Injury and property d11a1ymage. For general guidance regarding the MiTek' Safety fnformatbnovallable frorection and m Truss Plate lnsi 218 N. We Shoot trusses and truss Su t 312 Alsteri exandria. VA 22314.Mrrrla, OSB419 and SCSI Building Compononl 6904 Tampa, FL M61Ulvd. Job y Truss Type Oty Ply F=s T15995139 1477518 Roof Special Girder 1 1 Job Reference (optional) nunaers ruslaource, Piers Cary, rL aappp 8.220 s N.v i6 zmo MiT k mousmes, inc. rn Jan i i 05v0:36 zuro rage I D:cSZdi2C8tx1ARJ4gpwC?5rycQdQ-xE6ULSpFzVClx6cnLG4cLO3OaLOBIAOasgeiGW mXF9 2-2-5 a]-e 9-5-12 1a-00 zan-e 0 7a 3a-243 a13-0 4 -2 -1 1-0-0 4-10-0 4-10-0 6-7 -8 Scale = 1:76.0 5x8 = 2x4 II 3x4 = 3x4 = 3x6 = 2x4 II 5x6 = 6 7 8 9 10 1112 6.00 3x6 = 22 23 21 20 19 24 18 17 25 16 15_. 6x8 = ST1.5x8 STP= 4x6 = 3x4 = 4x6 = 3z4 = fix8 = 3x4 II 46 = 6x8 = Special 2-2-5 144-80.0 1-A0.0011 2s]-0 26d-0 200I 42-2-0 &]0.3 as 13 Plate Offsets(X,Y)- 11:0-M,0-0-12113:0-3-0,0-2-01 [6:0-6-00-2-8] f11:0-3-80-2-01114:0-5-80-2-121 [16:0-2-00-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.22 19-21 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.51 19-21 >938 240 BCLL 0.0 ' Rep Stress Incr NO W B 0.93 HOR(CT) 0.13 13 rda Na BCDL 10.0 Code FBC2017/rP12014 Matrix-SH Weight: 27216 FT=20% LUMBER - TOP CHORD 2x4 SP No.2 *Except` 6-9,9-11: 2x4 SP No.1 BOT CHORD 2x4 SP No.2'Excepr 1-20,18-20: 2x4 SP No.1, 10-15: 2x4 SP No.3 WEBS 2x4 SP No.3*Except* 14-16,11-14: 2x4 SP No.2 REACTIONS. (lb/size) 13=2181/Mechanica1,22=2252/0-7-10 Max Harz 22=264(LC 34) Max Uplift 13=-505(LC 5), 22=-553(LC 5) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-" oo bracing. WEBS 1 Row at micipt 7-16, 8-14, 11-14, 11-13 FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 3-4=-2392/525, 4-5=-2892/663, 5-0=-3180/704, 6-7=-3273f791, 7-8=3042/731, 8-10=-2497/605, 10-11=-2523/611 BOT CHORD 21-22=-431/1068, 19-21=-749/2990, 17-19= 651/2758, 16-17=-787/3272, 10-14=-675/243, 13-14=-69/275 WEBS 2-22=280/97, 3-22= 2335/458, 3-21=-443/2445, 4-21=-1542/373, 5-21=-740/241, 5-19=-324/233, 6-19=-100/456, 6-17=-261/897, 7-17=-526/219, 7-16=-364/111, 14-16=-685/2948,B-14=-726/168,11-14=680/2846,11-13=-2246/610 NOTES- (10) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ABC 7-10; Vult=160mph (3-second gust) Vasd=124mph: TCDL=4.2psf; BCDL=3.Opsf; h=20ft; 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 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.Opsf on the bottom chard in all areas where a rectangle 3-0-0 tall by 2-M wide will fit between the bottom chord and any other members, with BCDL= IO.Opst. 6) Refer to girders) 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 Ut=lb) 13=505, 22=553. B) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1161b down and 254 Its up at 3-3-8 on top chord, and 721b down and 176 lb up at 3-3-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(5) Standard ON THIS AND NCLUDED MREK REFERANCE PAGE MB1413 rev. l a=015 BEFORE USE nan Is based only upon parameters shown, and Is for on IncMducl bulltlina component. not IIII111111111II1I O�PPVieP. .......... E N �.Yti No 22839 A F :4/: iAl ��-44/0NAI`p Waiter P. Finn PE No22839 MITek USA, Inc. FL Cert 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: January 11,2019 M!Tek' 69M Parke East BW. Tampa, FL 33610 Job Truss Truss Type Cry Ply T15995139 14TT518 A04G Roof Special Girder 1 1 Job Referenra(o tional Builders Rm Source, Plant City, FL 33566 LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-90, 3-4=-90, 4-616-11=-90, 11-12=-90, 1-15=-20, 13-14=-20 Concentrated Loads (Ib) Vert: 3=101(B) 23=92(8) 8.220 Is Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 05:08:36 2019 Page 2 ID:cSZdi2C8txHARJ4gpwC45rycOd0-xE6ULSpFzVClx6cm_C4cL030aLOBIAdasgeiGWmXF9 ,&WARNING-VerllydefUIRRMrserereend READ NOTES ON IMMANDWCLUDEDMREKREFERANCEPAGEMM174MmI, IGMSTsfSSEFOREDSE. void for use only with MSekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not wit a fuss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into Me overall building design. Brccing Indicated is to prevent buckling of Individual toss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regording the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSU1Pll GuolMByy Creech, OS949 and SCSI Building Component 69M Parke East Blvd. Sabty InformafbrcivaYobie from Truss Rate Institute. 218 N. Lee Street Suite 31Z Alexondda, VA 22314. Tampa, FL 33910 Job y Truss Truss Type Oty Ply T15995140 1477518 A05 Hip 1 1 Job Reference o tional Builders FirstSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Fn Jan 11 05:08:38 2019 4x6 ST1.5xB STP = 6x8 = 5x6 = 3x4 = 3.6 = 2.4 II 3x4 - 5x6 = 3 4 B 6 7 3x4 = 3x6 = 3x4 = 5xB = 2x4 II 8-8-8 16-9.8 25.0-8 2W 36-2-8 39-0-0 8-6-8 8.30 8.3-0 5-11.8 S 1 2-9-8 r Scale = 1:72.9 Plate Offsets(XY)-- f3:0-4-00-2-8118:0-3-00-2-01 f11:0-2-12Edgel 113:0-1-120-1-81 LOADING (psf) SPACING- 2-0-0 C51. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TIC 0.77 Ven(LL) -0.25 14-16 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.4214-16 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.94 Hoa(CT) 0.12 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 262 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 *Except* 1-3: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 7-12: 2x4 SP No.3, 12-15: 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-11-6 oc bracing. WEBS 1 Row at midpt 4-13, 5-11, B-11, 8-10 2 Rows at 1/3 pus 2-17 REACTIONS. (lb/size) 17=2129/0-7-10, 10=2129/Mechanical Max Horz 17=230(LC 12) Max Uplift 17=-366(LC 9), 10=-433(LC 9) FORCES. (lb) - Max. CompJMax. Ten. -All tomes 250 (Ib) or less except when shown. TOP CHORD 1-2=-377/231, 2-3=-0047/1435, 3-4= 2620/1274, 4-5- 2497/1187, 5-7= 2049/979, 7-8=-2060/981, 1-17=-381/257 BOT CHORD 16-17=-1402/2664, 14-16=-1139/2399, 13-14=-1232/2706, 7-11=-535/304, 10-11=-347/782 WEBS 2-16=179/317, 3-16=-271/424, 3-14=-154/683, 4-14=-453/196,4-13=-373/214, 11-13=-1051/2465,5-11=-694/318,B-11=-878/2057,2-17=-2948/1171, 8-10=-2086/941 NOTES- (8) 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=3.Opsf; h=20ft; 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 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 ps1 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 Its uplift at joint(s) except Qt=lb) 17=366, 10=433. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. \\1111111f1 voeR P. ENSF:ti �'.. No 22839 i�.0 • A p ; .•=�U�C 0� OR1'. N� 1j'V0NA111��`�`• Wafter P. Rnn PE No22839 MRek USA, Inc. R. Cart 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 QWANNING-V.dlyd.dy9 parametersand BEADNOMONTNISANDtNCLUDEDMr KBEFEBANCEPAGEMIL7473rev,1BN l5BEFONEUSE Design valid for use only with MRek® connectors. This design Is based only upon parameters shown, and Is for an Intllvldual bulltling component not a truss system. Before use, the Building deelgner must verify the applicably of tleslgn parameters and properly Incorporate this tleslgn Into the overoll building tleslgn. Bracing Indicated is to prevent buckling of Individual rum web and/or chard members only. Additional temporary and permanent bracing b always required for stability and to prevent collapse wlth posslble personal Injury and property damage. For general guidance regarding the Sabty Inlorm�rovaYabie. e from Truss Plate Institu, erection and te. 218 N. Lee Street, of rumes and hum Suite 312. Alexandria, Vll A 22314.We� OSB-09 and SC31lWitlbD Componwl MiTek- Tampa, FL 336101vtl. Jab „ Truss Truss Type Oly Ply T15995141 1477518 A06 Hip 1 1 Job Reference (optional) .I Builders FirslSource, r-am u,ay, r- o.aoo d 3x4 = 5x6 = 3x4 = 3x6 = 5 6 7 8 Scale a 1:74.4 5x6 = 3x6 = 9 20 g 3.6 = 18 17 le 15 n 14 la zx a4 12 11 ST1.5x8 Sl 6.8 = 46 = 3x8 = 4x6 =3x4 = 5x8 = 2x4 II 3x6 II 2-2-5 1-169 T+ta ?L2 17d 28iE 3G1d C0.10.B 7+ts sae sue ase Plate Offsets (X Y)-- 15:0-4-0 0-2-81 f9:0-3-00-2-01 110:0-6-e 0-0-81. (17:03-8 0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.28 13-15 >999 360 MT20 244/190 TCDL 15.0 Lumbel 1.25 BC 0.88 Vart(CT) -0.5013-15 >934 240 BCLL 0.0 ' Rep Stress [nor YES WB 0.96 Horz(CT) 0.11 20 n/a n/a BCDL 10.0 Code FBC2017/TP]2014 Matrix-SH Weight: 2691b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2'.'Except' TOP CHORD 3-5: 2x4 SP M 31 BOT CHORD 2x4 SP N0.2 *Except* BOT CHORD 11-14: 2x4 SP No.1 WEBS WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 18=2372/0-7-10,20=2076/Mechanical Max Hom 1B=298(LC 12) Max Uplift 18=-429(LC 12), 20=-376(LC 9) FORCES. (I s) -Max Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-4=-3059/1273, 4-5= 2673/1208, 5-6=-2251/1177, 6-8=-2186/1091, 8-9=-1059/587, 9-10=-1262/581 BOT CHORD 17-18=-371/245, 15-17=-1352/2611, 13-15- 1058/2349, 12-13=-862/1951 WEBS 2-18=-2226/1121, 2-17=-996/2515, 4-17=-297/221,4-15=-447/384, 5-15=-196/595, 6-15=-393/162, 6-13=-492/317, 8-13- 254/764, B-12=-1564/717, 10-12=-671/1624, 10-20=2081/926 Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. Rigid ceiling directlyapplied or 5-0-14 oc bracing. 1 Row at midpt 2-17. 4-15, 6-15, 6-13, 8-12, 10-20 NOTES- (8) 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=3.Opsf; h=20ft; Cat. II; Exp B; Encl., GCpIlS; MWFRS (envelope) and C-C Exlerior(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) Provide adequate drainage to prevent water pounding. 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 BCD = IO.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 18=429, 20=376. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. \\\IIIIIIII P. ��N �Of` No 22839 . 9 TE OF ♦ p�4s�ONALEC.���, Walter P. Rnn PE No.22839 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 AWARNING -VerllydealgnpemmetersendREADNOTES ONTHISANO/NCLUDEOMREKNEFENANCEPAGEMI47479rev.1"JAVI5DEFONEUSE Oeslgn valld for use only with MBeIkS, connectors. This design Is based only upon parameters shown, and Is for an IndNlduol building component, not a truss system, Before use, thelcullding of lgner must verify the oppllcablllty of tleslgn parameters and properly Incorporate this tleslgn Into the overall building design. Bracing Indicated is to prevent buckling of lndNlduol truss web and/or chord members only. AtltliSonal temporary and permanent bracing M!T®k' Is always required for stabllity and to prevent collapse with possible personal Injury and property damage. For general guldance regarding the fabrication storage, call erection and bracing of trusses and truss SyslemS SeeANSVIPII Quality Cdtedo. DS8-69 and BCSI Building Component Sal informationa lloble from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6eoa Parke East Blvd. Tampa, FL 33610 Jab • Truss Truss Type Oly Ply T15995142 1477518 A07G Roof Special Girder 1 1 Jab Reference (optional) Hurlders l'Irstbource, Plam ury, rL 335BB 340 e.22U a NOV Ib LUIU MI IeK moUSUI Inc. rn Jan I1 Ub:U6:42 2019 rage I ID:cSZdj2C8txHARJ4gpwC75rycOd0-mOUIbWuOZLzS114wKTBObfl3lm3S9utSEm51U9z XF3 a9E Scale = 1:79.6 Bx10 = 2x4 II 5,06 = 8 9 10 2x4 II Special 7 4x8 O 6.00 r12 Special Special 2.4 II 11 6.8 o, 5x5 7x10 = = Sx6 3 4Special 5 2 Y 1 30 d QQQW Y n O 2fi 2 ] 16 3x6 = 32 15 33 12 1 28 24 M 4 ] = 3x6 = id 13 5 B d �pwp ST1.Sx8 P = Sx8 = M MT20HS = 3xB = 2x4 11 5x8 = 29 27 25 22 21 19 18 2x4 11 2x4 It W 2.4 II 3x4 = 4x12 II 8x12 = 3d-0 2-z&alc 1-mea6la_r¢9_916a121 9sU n-lee 4:.9a 810 ze-10-e 3&sU 41.110 r1 111-in 1141a01 � e1�5 d 32-0bla-0 1-11-12 N Sda 130 a3-IDGa aJe Plate Offsets (X,Y)-- [1:0-0-0,0-0-13], [3:0-4-0,0-1-15], [6:0-7-4,Edge], [8:0-7-8,0-2-4], [10:0-4-0,0-2-8], [11:0-1-12,0-1-8], [13:0-3-8,0-1-8], [17:0-2-12,0-3-4], [21:0-6-0,0-2-0], [23:0-6-4,0-6-01,[24:0-3-8,0-2-81 LOADING (pso SPACING- 2-0-0 CSI. DEFL in (too) Udell Ld PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.55 14-16 >893 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -1.05 14-16 >464 240 MT20HS 1871143 BCLL 0.0 ' Rep Stress [nor NO W B 0.95 Horz(CT) 0.28 29 Na Na BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 323 Ib FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-3: 2x4 SP No.2, 6-8: 2x6 SP No.2, 8-10: 2x4 SP M 31 BOT CHORD Rigld ceiling directly applied or 6-0-0 oc bracing. Except: BOT CHORD 2x4 SP No.1 *Except* 6-0-0 oc bracing: 26-28 20-27,18-20: 2x4 SP No.2, 16-18,3-26: 2x4 SP No.3 WEBS 1 Row at midpt 6-21, 8-14 WEBS 2x4 SP No.3*Except* JOINTS i Brace at this): 24.17 3-24,5-22,6-21,17-21,4-23: 2x4 SP No.2, 6-23,21-23: 2x4 SP No.1 11-29: 2x8 SP 240OF 2.0E REACTIONS. (Ib/size) 28=2480/0-7-10, 29=0/1-3-8, 12=2259/1-3-8 Max Holz 28=203(LC 8) Max Uplift 2B=-639(LC 8), 12=-372(LC 4) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3-1231/350, 3-4=-4575/983, 4-5= 7123/1381, 56= 7019/1359, 6-7=-4867/854, 7-8=4909/993, 8-9=-3061/644, 9-10=-3061/644, 10-11=-2117/379, 11-12-2198/388 BOT CHORD 24-26=-488/1246, 23-24=-1109/4578, 16-17=-620/3321, 14-16=-644/3301, 13-14- 31311794. 3-26-1485/408 2-28=-2269/59 WEBS 8-14=-36 6-17=-272/16589 149 7076/288710 1451393/179G?10-�30/886/226611 135/358/1098650, 2261, R P Fi'V i 21-23= 1285/6212, 4-24=-2200/410, 4-23=-474/3068 %% `� : G E N 8F NOTES- (11) No 22839 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=3.Opsh h=20tt; Cat. II; Exp B; Encl., , GCpi=0.18; MWFRS (enJelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. "U 4) All plates are MT20 plates unless otherwise indicated. i WTE OF 4/Z 5) This truss has been designed fora 10.0 lost bottom chord live load nonconcurrent with any other live loads. i O ""' 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 �in, •A, Q Si, will fit between the bottom chord and any other members, with BCDL= IO.Opsf. �j\`s. •........ 0 R 1, 7) Beading tjointnn)g 9, 12c considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify '";I,S/ON A%,t: tepee ry 8) Provide mechanical connection (by others) of truss to beefing plate capable of withstanding 100 lb uplift at joint(s) except Ut=lb) - 28=639. 12=372. Walter P. Finn PE No.22839 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 291 Ib down and 878 lb up at MRek USA, Inc. FL Cart 6634 3-4-0, 307 Ib down and 102 Ib up at 5-4-12, and 113 lb down and 44 Ib up at 7-412, and 113 lb down and 44 Ib up at 9-4-12 on top 6904 Parke East Blvd. Tampa FL 33610 chord. The designtselection of such connection devices) is the responsibility of others. Date: 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). January 11,2019 QWARNING- yedrydeslgn pammetem antl READ NOTES ON TNISAND/NCLUDED MREKREFERANCEP4GEMIL7423ree 101SOAMISBEFORE USE Design valid for use only with MRek® connectors. This design Is based only upon parameters shown, and Is for an individual bulltling component, not a truss system. Before use, the building designer must verify the oppllcoblllty of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent brocing 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 hums and truss systems, seeARSI/IPIt Qua u CMOM, DS94f9 and SCSI buldb0 Component 69N Parka East Bri Safely Nfomlatbrrwoiloble from truss Fate Institute, 218 N. Lee Sheet. Suite 312, Alexcntlrlo. VA 22314. Tampa, FL 33610 Job . Truss Truss Type MY Ply T75995142 1477518 A07G Roof Special Girder 1 1 Job Reference (optional Builders RrslSource, Plam City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 05:08:42 2019 Page 2 ID:cSZdj2C81xHARJ4gpwC7SrycODO-mOUIb W uOZLzSf14wKTBObfl3lm3S9utSEm51 U9zwXF3 11) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-90, 3-6=-90, 6-8=-90, 8-10=-90, 10-11=90, 1-26=-20, 18-27= 20, 12-16=20 Concentrated Loads (Ib) Vert: 3=346(F) 5=-53(F) 30=-247(F) 31=-53(F) Q WANNING- Vedlydesis.P.M stemend BEAONOTESON TMSANDINCLUDEDMRKBEFEBANCEPAGEMR7473mv. fa/MOISBEFOBEUSE. Design valid for use only wltn M99M connectors. This design Is based only upon parameters shown, and Is for an IntlNltluaI building component, not a truss system. Before use, the bulltling 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 huss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. seeANSVn II GUalBy CdMda, DSB49 and SCSI Building Component 69" Parke East Blvd. Safoly Iafam atlonavallable from Truss Rate Institute, 218 N. We Sheet, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Tpfss Truss Type Oly PIY T15995143 1477518 A08 Roof Special 1 1 Job Reference (optional) Builders FIrslSource, Plant City, FL 33566 6.220 s Nov Ta 2018 MI es industries, Inc. rn can 1 r 05:08:452019 rage r ID:cSZdj2C8txHARJ4gpwC75rycGd0-Az9uEXwurGLOWVoV7bkjDHwZR_7rMDJuwkJh4UmXFO 2i-10-0 542 1 102-0 9-10-0 py4� 28-10-8 34-5-0 39-008 1-11-0 4611-] 56-5-0 2-G10 5-2-0 �40Taoz 1- O 5de 5-68 �240 Scale = 1:99.8 6.00 12 6xe = 7,10 = 46 i 2 0 1 b 4x6 = 24 23 22 3x6 11 5x8 = Bx14 MT20H5 = 5x6 = 3x6 = 5%6 - B 7 8 06 i 5 7x10 O 9 5,02 MI 10 to 17 15 j0 pp 16 39 40 20 19 Sx8 = 4x12 = 11 6 ry 3x6 = o e 1 13 12 4x6 = o 51-1.5x8 STP= 3x6 = 3x6 II 2610 5-4-0 21-10-0 1-10.0 3 -1 130-0 1 -0 10Q-0 0-0 3-0- 28-10.0 3M5-0 30-160 1,11,0 4:11;7 55-50 1-0. -0 1-9-0 2-4-0 5312 0 45-12 1-80 2-0.0 18-0 560 56-8 5-5-0 2OB 53] BS-0 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (too) Udefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.50 15-17 >961 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.95 19 >506 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.97 HOrz(CT) 0.14 13 n/a Na BCDL 10.0 Code FBC2017rrPI2014 Matrix-SH Wind(LL) 0.6211-12 >257 120 Weight: 382 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2"Except' 3-4: 2x6 SP M 26, 8-10,10-11: 2x4 SP M 31 BOT CHORD 2x4 SP No.3 *Except* 1-22,19-29,11-13,19-22: 2x4 SP No.2, 16-18: 2x4 SP M 31 9-13: 2x6 SP No.2, 14-16: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 3-21,9-15,5-20:2x4 SP No.2, 18-21: 2x4 SP No.1 WEDGE Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-10-15 oc bracing. WEBS 1 Row at midpt 3-21, 5-17, 7-15, 9-15, 10-14 JOINTS 1 Brace at Jt(s): 23, 21 REACTIONS. (lb/size) 24=2243/0-7-10, 13=3926/0-8-0 Max Hoa 24=-229(LC 13) Max Uplift 24=-468(LC 12), 13=-720(LC 13) Max Greer 24=2331(LC 23), 13=3926(LC 1) FORCES. (II - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2364/749, 3-4- 5602/1769, 4-5=-4991/1357, 5-6=3161/831, 6-7=-2743/811, 7-8=-1330/250, 8-9= 1537/244,9-10=-3409/3591, 10-11=-766/1021 11111111I11fill BOT GHORD 24-15=-3036/3351,13-14-39216/2493,9-14=-4179/2860, 11112-732/792 .•. F�It/��I� `,�`,`Q.� '� �.GENg'•:ti�� WEBS 2-23=-75a/2393,3-23=-805/351,3-21=-1101/3723,4-21=-2291/699,18-21=-1444/5693, �% �' F •'. �i 4-18- 1431/720, 5-17=-2184/861, 6-17=-127/933, 7-17=483/926, 7-15=-1602/863, �� 8-15=-240/376, 9-15=-2864/4282, 10-14=-2431/2645, 10-12=-1044//97, 2-24=-2275/862, NO 22839 ••� 18-20=0/287,5-18=-466/1734,12-14=-906/992 * �• * C NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE.7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psL BCDL=3.Opsf; h=20@; Cat. II; Exp B; Encl., 0. : 3 1 WT E OF •� GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS i '. • ��••<,� for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 O R IV N! 4' 3) Provide adequate drainage to prevent water pending. v ',�OS�ONA� 4) All plates are 2 420 plates unless p``,, 5) All plates are MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Walter P. Rnn PE No22839 will fit between the bottom chord and any other members with BCDL = 10.Opsf. maek USA, Inc. FL Cart 66M 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 01=11b) 6904 Parke Fast Blvd. Tampa FL 33610 24=468, 13=720. Date: 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any January 11,2019 A WARNING -VeHfy deslgnpaiemefims end READ NOTES ON THISAND INCLUOEDMITEKREFERANCEPAGEMIL74M rev. 1040=015 BEFORE USE. valid for use only with MITeI connectors, this design Is based only upon parameters shown, and is for an Individual building component, not Nil' a truss system. Before use, the building designer must veflfy the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing pA MIT0k• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrlcatlon, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPII CualBy Criteria, DSB49 and BC81 Building Component 6904 Parke East Bind. Safah, InformaBonovotable from Truss Plate Institute, 218 N. Lee Street Sure 312, Alexantltia. VA 22 14 Tampa, FL 33610 Job Truss Truss Type I Ply T15995144 1477518 A09 Piggyback Base 1 1 Jab Reference o tional eunaers rusrsource, ream wry, rc oe000 .IV. ... ... ............................... ... ....... ._.__. .. __._._a_. ID:cSZdj2CBtxHARJ4gpwC75rycQdQ.6MHeeDy9Nubkmoy17OmBli0whnnJg8xBO2co9NmXF_ 26-10 24-5 ]-4-9 15-0.9 19-2-0 191 -0 F1 2940.3 34-0-15 3940.0 1-11-0 46-116 555-0 12110-0 2-2-5 49-0 ]3-0 43-0 0 1-s1 fi54 5-0.] SS-8 2-0e 5-08 05-10 04-5 2 ao Scale = 1:99.8 5x6 = 3x6 = 5x6 = 6 7 8 3I i 6.00 12 6x8 = 7z10 = 5 7.10 C 3 9 fix12 MT20HSC 4x6 i 0 2 e _ d 4x6 = 25 24 2 22 2 20 5se = 16 39 40 4x12 ST1.5% 14 MT20HS II 3xfi = I6 a d 3x6 II 111 = 6.8 = 13 12 4,6 = 3x6 II 3x6 = 2-010 2-2-5 21.10e 1-003 6- ]-4-0.) 4 13-04 5- 19-2-0 191 0 &41 20A0-0 3all 3&tU0 1-11-0 48-11A 5d5-0 190-0 ll 59-14 4 see 3-1 42-0 3 15-1 5-&) 55] SS-9 243 5-05 3-5-10 03-13 2-0-0 045 Plate Offsets (X,Y)-- [1:0-0-0,0-1-5], [3:0-4-0,0-1-15], [6:0-3-0,0-2-0], [8:0-3-0,0-2-0], [11:0-0-0,0-1-1], [13:0-3-0,0-2-4], [14:0-8-0,0-3-8], [15:0-2-12,0-1-12], [18:0-0-0,0-1-12], If 9:0-2-8 0-2-0] [20:0-0-0 0-1-12] [23:0-3-8 0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC '0.95 Vad(LL) -0.4515-17 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.8415-17 >570 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES W B 0.96 Horz(CT) 0.13 13 rJa n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.6311-12 >251 120 Weight: 384 lb FT=.20% LUMBER - TOP CHORD 2x4 SP No.2 *Except* 3-4: 2x6 SP No.2, 8-10,10-11: 2x4 SP M 31 BOT CHORD 2x4 SP No.3 "Except* 1-24,18-20,11-13: 2x4 SP No.2, 16-19,20-24,14-16: 2x4 SP No.1 9-13: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 19-22,9-15: 2x4 SP No.2 WEDGE Right: 2x4 SP No.3 REACTIONS. (Ib/size) 13=3893/0-8-0, 25=2203/0-7-10 Max Horz 25=229(LC 13) Max Uplift 13=-730(LC 13), 25=-480(LC 12) Max Grav 13=3891 1), 25=2290(LC 23) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purling. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-17, 7-15, 9-15, 10-14 JOINTS 1 Brace at JI(s): 23, 22 FORCES. (lb) - Max. Comp./Max Ten. -AII forces 250 (lb) or less except when shown. TOP CHORD 2-3_ 2721/910, 34=-4445/1479, 4-5=-4209/1252, 5-6_ 3036/865, 6-7=-2655/832, 7-8=-1293/261, 8-9=-1496/257, 9-10_ 3409/3591, 10-11=-767/1022 BOT CHORD 23-25=-148/269, 22-23=-477/2365, 21-22=-132/612, 20-21= 115/542, 18-19=513/3150, 17-18=-628/3692,15-17=-175/2189,14-15=-3037/3351,13-14=3894/2501, 9-14=4146/2868,11-12=-7321793 WEBS 2-25=2195/912, 2-23=-761/2433, 3-23- 479/239, 3-22=-654/2333, 4-22=-1830/561, 5-19=-490/1371, 4-19=-1008/550, 19-22=-975/4012, 5-17=-16071747, 6-17=-157/922, 7-17=-491/882,7-15=-1563/874,8-15=-258/370,9-15= 2874/4243,12-14=-907/993, 10-14=-2431/2645,10-12=-1045/798 NOTES- (9) 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=3.Opsf; h=20ft; 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 & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.0psf 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joint(s) except.(jt=lb) 13=730, 25=480. WARNING - Verity design parameters and READ NOTES ON MIS AND INCLUDED MIIEx REFERANCE PAGE MIF7473 rev. l e/0.V2015 BEFORE USE. ,sign valid for use only with Maek® connectors. This design Is based only upon parameters shown, and Is for an IndNidual building component, not runs system. Before use, the buldingg designer must verity the applicability of design parameters and property Incorporate this design Into the over, Ilding tlesign. Bracing Indicated lsto prevent buckling of Individual trussweb and/or chord members only. AddlHanal temporary and permanen'. rtways requlred for stability and to prevent collapse with possible personal Injury and properly damage. For amoral guldance regarding the xlcallon, storage, delivery, erection and bracing of busses and truss systems, S09ANSVWII Guallly CM9da, D8649 and Ill Building Componen II I I I///// �%%J�E.. P, ��i�r ��a E NSF i No 22839 Walter P. Finn PE Nb.22839 fil USA, Inc. EL Cert 6&M 6904 Parke East Blvd. Tampa R.33610 Date: January 11,2019 w1 M!Tek' 6904 Parke East Blvd. Tampa, FL 33610 Job . Truss Truss Type Oty Ply T15995144 1477516 A09 Piggyback Base 1 1 Job Reference optional) Builders FirstSource, Plant City, FL 33566 9) This manufactured product is designed as an individual building component. building designer per ANSI TPI 1 as referenced by the building code. ii s Nov 1b euTa Mil industries, Inc. rn aan I i ua:ub:er 20ro rage c I D:cSZdj2CBt)MARJ4gpwC75rycOdO-6MHeeDy9Nubkmoyt70mBli0whnnJg8xBO2oogN WXF_ The suitability and use of this component for any particular building Is the responsibility of the AWARNING-Ver/tydeslgnparameeersend BEAD NOTES ON THIS AND INCLUDED MWEKBEFEBANCEPAGEMII-or v. IN0112015BEFOBE USE. Design valid for use only with MITekW connectors. This design Is based only upon parameters shown, antl Is for an Indivltlual building component, not a hues system. Before use, the bulltling designer must verify the applicability of design parameters and papery Incorporate this design Into the overallbulltling "901, design. Bracing Indicated is to prevent buckling of Individual hum web antl/or chord members only. /aJaltonal temporary antl permanent bracing• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the DSB BO and BGSI Building Wmpan�nl Sabt, Informartionovolloble from Truss Plate Institute, 218 N. Lee Street. Suite 312. AlexontlrPlo. VGA 22314MnM, Tampa, FL 3361p1vd. Job Truss Truss Type Qly Ply t T75995145 1477518 A10 Piggyback Base 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 5.2GU 5 Nov i6 2Ule MI I eK industries, Inc. Fri Jan 11 UO:VO:OV 2019 rage I ID:cSZdj2CelxHARJ4gpwC75rycQdQ-XxynHF_1 gpzddGhSoBKuwLeSz7nR1 Vhe401 SIizwXEx 2810 23-44 42 fi42 9 ] 18-000 1-00.0 2B-14B 34-0-1fi 39.10-B p1-11-0 4611-6 55-5�2 2.2-5 H 09-0 2-10-0 2-0-0 16, 564 fi£J 5-59 I2-0-B 4-0-10 6d-10 04-5 07-12 Scale =1:99.e 5x6 = 46 4 3x6 = Sx6 = 5 6 7 8 6x8 = 7x10 = 6.00 12 3 MT20HSJ4x6 id 47x1012 2 1 184x6 = 23 22 21 1716 37 38 20 19 3x8 = Sx N ^ 3x6 = ST1.5x 3x4 II 6 10 3x6 II 5x12 - 13 12 4x6 = ST1.5x8 STP= 3x6 = $x6 II 2 6-10 '2-5 234-1 Q2 12 1-10-0 4 ]-0-4 9-b0 138-0 1]-0-0 1940-0 1-00 34-0-15 3940.0 1-1130 46'1E 55-5-0 1-1b0 11 4-2-2 -]-1 4L4 3312 2-10.0 2-00 1-09 11-0-14 5-5-9 200 4b10 6-5-10 03.13 07-12 045 Plate Offsets (X,Y)-- [1:0-0-0,0-1-5], [3:0-4-0,0-1-15], [6:0-3-0,0-2-0], [8:0-3-0,0-2-0], [11:0-0-0,0-1-1], [13:0-3-0,0-2-4], [14:0-8-0,0-3-8], [15:0-3-8,0-2-8], [18:0-7-4,0-3-4], 120:0-1-12 0-2-121 [21:0-3-8 0-2-121 LOADING last) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl L/d PLATES GRIP TOLL 30.0 Plate Grip DOL 1.25 TO 0.88 Ven(LL) -0.42 15-17 >999 360 MT20 244/190 TOOL 15.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.78 15-17 >613 240 MT20HS 187/143 BOLL 0.0 ' Rep Stress Incr YES WB 0.96 HOrz(CT) 0.15 13 n/a Was BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Wind(L-) 0.6611-12 >241 120 Weight: 3901b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 *Except' 1-3: 2x4 SP No.1, 3-4: 2x6 SP No.2, 8-10,10-11: 2x4 SP M 31 BOT CHORD 2x4 SP No.3'Except' 1-22,11-13,19-22,14-16: 2x4 SP No.2, 16-18:2x4 SP No.1 9-13: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 18-20,9-15: 2x4 SP I WEDGE Right: 2x4 SP I BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-17, 7-15, 9-15, 10-14 JOINTS 1 Brace at Jt(s): 21, 20 REACTIONS. (lb/size) 23=2203/0-7-10, 13=3893/0-8-0 Max Horz 23=-229(LC 13) Max Uplift 23=-480(LC 12), 13= 730(LC 13) Max Grav 23=2290(LC 23), 13=3893(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2890/959, 3-4- 375PJ1259, 4-5=-3471/1002, 5-6=-2982/898, 6-7=-2660/825, 7-8=-1292/261,8-9=-1495/257,9-10=-3409/3591, 10-11=-767/1022 BOT CHORD 21-23=-127/302, 20-21=-475/2462, 19-20=-51/297, 5-18=-514/1195, 17-18=-407/3019, 15-17=-175/2190,14-15=-3036/3351,13-14=-3894/2499,9-14=-4145/2867, 11-12=-733/793. WEBS 2-23=-2178/957, 2-21=-644/2322,3-21- 270/166,3-20=-356/1533, 4-20=-1433/390, 18-20= 751/3573,4-18=-1020/594,5-17=-1316/689,6-17=-241/1018, 7-17=-485/887, 7-15=-1568/872, 8-15=-259/370, 9-15- 2872/4241,12-14=-907/994,10-14=-2431/2645, 10-12= 1046/799 NOTES- (9) 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=3.Opsf; h=20ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (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.fi0 3) Provide adequate drainage to prevent water ponding. 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 lost bottom chord live load nonconcurrent with anyother live loads. 7) ' 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, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jt=lb) 23=480, 13=730. " WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED M/!EK REFERANCE PAGE MIF)473 rev. I sIMI20f5 BEFORE USE. sion valid for use only with MIfeM connectol5, Ihls deslon Is based only upon Dorometef5 shown. and Is for on Ind vidual bulldino comoonent, not ........ C E /V ! C,4',L .- No 22839 Waiter P. Rnn PE 14o.22939 MITek USA, Inc. FL Cart 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: January 11,2019 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Cty Ply T15995145 1477518 A10 Piggyback Base 1 1 Job Reference optional) Builders FirstSource, Plant City, FL 33566 9) This manufactured product is designed as an individual building component. building designer per ANSI TPI 1 as referenced by the building code. 8.220 s Nov 16 2016 MiTek Industries, Inc. Fri Jan 11 05:08:50 2019 Page 2 ID:cSZdi2CetxHARJ4gpwC75rycDdG-XxynHF 1gpzldGhSoOKmLeSz7nR1Vhe401Sllz XEx The suitability and use of this component for any particular building is the responsibility of the AWARNING-Veritydestenpar4merersandREADNOTESONTHISANDINCLUDEDMREKREFERANCEPAGEMI4T4idrev.141151BEFOREUSE. valid for use only with MINI connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not Wit a truss 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 is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek Is always required for stobillty and to prevent collapse with possible personal Injury and properly courage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVWII Quell Cdbdo, DSB-69 and BCSI Building Component 6904 Fares East Blvd. Safety Informatbnovallable from Truss Plate Institute, 218 K Lee Street, Suite 312. Alexondrlo, VA 22314. Tampa, FL 33610 Job . Truss Truss Type Of Ply T15995146 1477518 All Piggyback Base 1 1 Job Reference (optional) Builders FlrstSoume, Hart Glty, FL 3355b 6.221.1 0 NOV lb ZUIb all Iex Inausmes, Inc. rn Jan I i uo:vo;oj [my raga i ID:cSZd12C8txHARJ4gpwC75rycOd0-xW ewGOvzkLuUjO1 TGtbYzGyGCgXErJ4mzF6M1 zwXEu 26-10 21-100 2-25 6-145 11L0 t9L0 10-140 p3-0- 2111 34d415 09910-0 1.11-0 4F11-6 55-50 �2U0 12-2-fill 4-411 0.491 ]-0pro�~� 56-'! 56-) 5-59 505 65-10 0-0 5 24 Scale = 1:99.8 Sx6 = 3x6 = 5x6 = 6x8 = 6 6x8 = 7 8 6.OD 12 4 5x6 G 3 8xl2 MT20HS� 10 2 47xglC5 1 g C = 0 17 15 4x6 = 23 2 18 38 16 39 Sx8 = 5x6 WB= 4x12 = ST1.Sx - - 6xB = 6x8 = 13 12 ST1.5x8 SIP = 3x6 = 3x6 II 2-6-10 2-2i 21-10-0 2-DO LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (too) I/dell Ud TCLL 30.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.43 15-17 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.79 15-17 >608 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.96 Horz(CT) 0.13 13 n/a Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Wind(LL) 0.65 11-12 >245 120 LUMBER- BRACING - TOP CHORD 2x4 SP No.2"Except' TOP CHORD 4-5: 2x6 SP No.2, 8-10,10-11: 2x4 SP M 31 BOT CHORD BOT CHORD 2x4 SP No.3 *Except* 1-22,11-13,19-22: 2x4 SP No.2, 16-18: 2x4 SP M 31 9-13: 2x6 SP No.2, 14-16: 2x4 SP No.1 WEBS WEBS 2x4 SP No.3"Except' JOINTS 9-15: 2x4 SP No.2 OTHERS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (lb/size) 23=223210-7-10, 13=3918/0-8-0 Max Hom 23=-229(LC 13) Max Uplift 23=-471(LC 12), 13=-723(LC 13) Max Gray 23=2319(LC 23), 13=3918(LC 1) [14:0-8-0,0-3-8],[l 0 o I� 0 0 1 4x6 = PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 392 lb FT=20% Structural wood sheathing directly applied or 2-2-0 oc purlins. Rigid ceiling directly applied or 2-11-5 oc bracing. Except: e-6-0 oc bracing: 21-23 10-0-0 oc bracing: 20-21 1 Row at midpt 3-23, 5-17, 7-15, 9-15, 10-14 1 Brace at Jt(s): 21 FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOPCHORD 3-4=-2844/979, 4-5=-4015/1180, 5-6=-3119/829, 6-7=-2718/802, 7-8=-1322/253, 022 1 4 i 223=-473/2285,17-18=-631/4021, 157-161/2234,14-15=3036/3351, 18 %%%pOERP � �V•.F � 49 �INBOTCHORD �GENS�y \'WEBS 3-23-2835/1004,4-21=-287/101418=-280%802,8-20=0/252, 5-18=-493/152, 18-21=-379/2405, 5-17=-19437767, 6-17=-144/965, 7-17=-478/911, 7-15=-1591/859, NO 22839 8-15=-244/377,9-15=-2861/4273,12-14=-907/993,10-14=-2431/2645,10-12=-1046/798, 2-23=-396/328 NOTES- (9)0. 1) Unbalanced roof live loads have been considered for this design. Wind: ASCE Vult=160mph '• F • k/ Z 7 dor(2) -10; 2) (3-second gust) Vesd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20tt; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) C-C Extezone; left for forces & MWFRS �i�'n�• P,• and cantilever and right exposed ;C-C members and for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 •A R, p ,��� s ' ,ing.,fit 3) Provide adequate drainage twatero prevent pend A; ,`�,, 4) All plates are MT20 plats unless otherwisendl aped. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Walter P. Flan PE No.22839 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 III USA, Inc. FL Can 6634 will fit between the bottom chord and any other members, with BCDL= 101 6904 Parke East Blvd. Tel FL 33610 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joints) except (]t=1b) Date: 23=471, 13=723. January 11,2019 O WARNING - Periry design parameters and READ NOTES ON MIS AND INCLUDED MITTEN REFERANCE PAGE WPM" rev. 1W0.Yfprs BEFORE USE Design valid for use only with MBekrO 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, Boeing Indicated is to prevent buckling of Individual truss web and/or chord members only. , Additional temporary and permanent bracing M]Tek' 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 oftrusses and muss systems seeAlifti if CualBByy Criteria. DSB-89 and SCSI BuStlbp Component Safety Informalbnoyallable from Truss Plate Institute, 218 N. Ise Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Btd. Tampa, FL 33610 Job. Truss Truss Type Oty Ply T15995146 1477518 All Piggyback Base 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 9) This manufactured product is designed as an individual building component. building designer per ANSI TPI 1 as referenced by the building code. 8.220 s Nov 16 2018 MI I eK IndUBtrles, Inc. Fn Jan 11 Ub:U8:b3 2UI U Page 2 ID:cSZdj2C8txHARJ4gpwC75rycQdD-xW ewGOvzkLuUjQl TGtbYzGyGCgXErJ4mzF6M 1 zwXEu The suitability and use of this component for any particular building is the responsibility of the ,&WARNING- Vedly0eslgnperemetensard READNOTES ON THMANDINCLUDEDMREKREFERANCEPAGEMIF74M.re.. 1010Y1015 BEFORE USE. Deslgn valid for use only with Mnek® connectors. lhls tleslgn Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the bullding designer must verity the oppllcablllty of design parameters and properly Incorporate this tleslgn Into the overall building design. Bracing lncilcated is to prevent buckling of IndNltlual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is alwaysrequired for stability and to prevent collapse with posslbtu personal Injury and property damage. For general guidance regarding the fabricotlon, storage, delivery, erection and bracing of trusses and truss systems, seeMSVrPII Quality CdleM, DSB49 and SCSI Building Component 6904 Parke East Blvd. Baldly Informof or a llabie from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandda. VA 22314. Tampa, FL 33610 Job . Truss Truss Type Oly Ply T15995147 1477518 Al2 Piggyback Base 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. I'd Jan 11 05:08:55 2019 Page 1 ID:cSZdj2C8txHARJ4gpwC75rycOd0-tumgKy2AVLbcjl ZObhw3d0LJGOVAilgNDHkDOvzwXEs 19-11-B qe2 5-0-02 11-5-e 17-1 19-1-8 21-5- 2F00 325-] 38-00 4048 050-14 53&0 e 5410 ^{ fi-0-12 BE�2��181 SE-] 5E-] 5-5-9 2A0 5-0E 0-540 010a Scale=1:99.5 5x6 = 6,8 = 3x6 = 6x8 = 5x6 = 6.00 12 5 6 7 3 4 3x6 ! 7x10 O 2 8 Ill MT20HS 4x6 i 1 9 16 14 23 22 21 2 19 18 37 15 38 4x12 _ 10 �IIIt$ 1NI" 6x8 = 5x8 = 5x6 WB= In ST1.5% 6 4x6 11 6x8 = 12 11 4xB = ST1.5xe STP = 3x6 = 3x6 11 1-82 19.11.8 8 5-0-12 ]-02 11.5811 12 1]-11-0 94 15- 2]h3 32-8] ark-00 40i 8 460-14 53i-0 8- 4040 141E 38b q a142 -2 bE1 567 564 55-9 2-OB 5P6 0-a10 o-0 o-lo-o Plate Onsets (X,Y)-- [1:Edge,0-1-12], [3:0-4-0,0-1-15], [4:0-2-12,03-0], [5:0-3-0,0-2-0], [7:0-3-0,0-2-0], [10:0-0-0,0-1-1], [12:0-3-0,0-2-4], [13:0-8-0,0-3-8], [14:0-2-12,0-1-12], 117:0-5-12,Edge], [20:04-0,0-2-8], 122:0-3-8,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/dell Vd PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.78 Ver(LL) -0.40 14-16 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.7514-16 >642 240 MT20HS 187/143 BCLL 0.0 Rep Stress [nor YES WE 0.96 Horz(CT) 0.14 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.6610-11 >243 120 Weight: 3931b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 *Except* TOP CHORD 34: 2x6 SP No.2, 7-9,9-10: 2x4 SP M 31 BOT CHORD 2x4 SP No.3 *Except* BOT CHORD 21-23,10-12,18-21: 2x4 SP No.2, 15-17,13-15: 2x4 SP No.1 WEBS 8-12: 2x6 SP No.2 JOINTS WEBS 2x4 SP No.3 `Except` 8-14: 2x4 SP No.2 OTHERS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (Ib/size) 23=1973/0-7-10, 12=3915/0-8-0 Max Horz 23=260(LC 13) Max Uplift 23=-422(LC 12), 12=-729(LC 13) Max Gmv 23=2060(LC 23), 12=3915(LC 1) FORCES. (Ib) -Max Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-2918/1022, 2-3=-2831/1013, 3-4=-3322/1031, 4-5=-3061/891, 5-6=-2711/831, 6-7=-1318/262, 7-8=-1524/258, 8-9= 3409/3591,9-10=-767/1022,1-23=-1994/749 SOT CHORD 22-23=-84/268, 20-22=-574/2520, 16-17=-460/3324, 14-16=-176/2230, 13-14=-3036/3351, 12-13=-3916/2502,8-13=4168/2869, 10-11=-7331793 WEBS 1-22=-762/2417, 2-22=-425/198, 2-20=-169/252,3-17=-204/1109, 17-20= 360/2379, 4-17=-372]120, 4-16=-1611/719, 5-16=-214/1037, 6-16=488/905, 6-14=-1590/875, 7-14=-251/369,8-14=-2875/4269,11-13=-907/993,9-13=-2431/2645,9-11=-1046/798 Structural wood sheathing directly applied or 2-5-14 cc puriins, except end verticals. Rigid ceiling directly applied or 2-2-0 oc bracing. 1 Row at midpt 4-16, 6-14, 8-14, 9-13 1 Brace at Jt(s): 22, 20 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind; ASCE 7-10; Vull60mph (3-second gust) Vasd=124mph; TCDL=4.2ps1; BCDL--3.Opsf; h=20ft; 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 & 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 10.0lost 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 270-0 wide will fit between the bottom chord and any other members; with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 no uplift at joint(s) except at=lb) 23=422,12=729. 9) This manufactured product is designed as an Individual building component. The suitability and use of this component for any WARNING - Verify design M21473rev. 1tVXV2015 BEFORE USE. Is for an Intllvidual bulldina Component. not J%%`O... - GENg No 22839 Walter P. Finn PE No22839 MiTek BSA, Inc. FLCarl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 ;non and bracing of hands and fuss systems, seeMSVIP11 Sill DMnlo, DS049 and SCSI Building Component 6904 Parke East Blvd. Truss Plate In54tute, 218 N. Ise Sheet, Suite 312, Alexantlrla. VA 22314. 1 Tempe, FL 33610 ob . Truss Truss Type Qty Ply 11477518 T75995148 A13 Piggyback Base 1 1 Job Reference (optional) buslaers rlrstaource, ream uny, Maaaoo a.caa s rvov ra ce.. mucn r„ tea, .. -� aao , ID:cSZdj2CBtxHARJ4gpwC75rycQdQ-gHuQle400ysJyLjoi6y)6pQhFpBYAhbfhbDKVoz XEq 32a10 6za 12011 6za I s-10-H 2613 0.1E 32-114�924RkV o-s 7 5-" 20 07-V 44-10 i 6510 Scale=1:82.1 5.6 = 46 i 4 6.00 12 3 3x6 i 2 - 3x6 = 5x6 = 5 6 5x8 7 6x12 MT20HS 4.6 i 8 1 6 15 13 111 19 18 175x12 = 3x6 = 14 23 24 4z1223x6 11 6.8 = 3x4 113.8 = 11 10 ST1.5x8 STP = 3x6 = Sx6 11 32-41a 0.5♦! 623 1281a 381 2b)-13 30.1E 32.1-fa,. 37�24 S.fo-1t 1151 Ithta I sea I z08MP2 aL10 'late Oftsets(XY)- rl:Edoe0-1-121 r4:0-3-00-2-01 [6:0-3-00-2-0] U:0-3-80-2-0],[9:0-M0-1-1] r12:0.8-00-3-8] r13:0-2-80-2-0] r16:0-6 OARING (pst) SPACING- 2-M CSI. DEFL. in (lac) Vdefl Ud CLL 30.0 Plate Grip DOL 1.25 TC 0.69 Ved(LL) -0.39 13-15 >999 360 CDL 15.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.76 9-10 >209 120 ICLL 0.0 ' Rep Stress Incr YES WB 0.88 Horz(CT) -0.18 11 n/a n/a ICDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.70 9-10 >229 120 LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 *Except* TOP CHORD 6-8,8-9: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 3-17,20-21,21-22:2x4 SP No.3, 14-16: 2x4 SP No.1 WEBS 7-11: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 7-13: 2x4 SP No.2 WEDGE Right: 2x4 SP No.3 REACTIONS. (lb/size) 19=1473/0-5-0, 11=3533/0-8-0 Max Horz 19= 263(LC 13) Max Uplift 19=-295(LC 12), 11=-695(LC 13) Max Grey 19=1581(LC 23), 11=3533(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2= 2147/641, 2-3=-2114/560, 3-4=-1875/549, 4-5=-1647/505, 5-6=-867/177, 4 ]j 1912 4x6 = PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 2951b FT=20% Structural wood sheathing directly applied or 2-11-15 oc puffins, except end verticals. Rigid ceiling directly applied. 1 Row at midpt 5-13, 7-13, 8-12 6-7=-1024/163, 7-8= 3410/3592,8-9=-767/1022,1-19=-1519/517 BOTC /�����'' �118=-403/17642-18---533/169916185-279/1660,2163442/3223315=-495/433,4/2379, WEBSHORD 3--366/436, 7-13=-2729/3814, ``,\\\`P�IER'P � V E N S� 8-12=-2432/2646, 10-12=4-15-1281554, �908/994, 8-10 10426f799 �\G NOTES- (8) No 22839 * �• •� 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VulI60mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; 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 0. for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. •, A F �C/ 4) All plates are MT20 plates unless otherwise indicated. �i�T •• 5) This truss has been designed for a 10.01 bottom chord live load nonconcurrent with any other live loads.�'•. O R , • . �?,\\ 6) • This truss has been designed for a live load of 20.0ps1 on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide �j S/ �� \\ ��I��ON AI will fit between the bottom chord and any other members, with BCDL= 10.Opsf. „\\\\ 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ut=lb) 19=295, 11=695. Walter P. Finn PE No.22839 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any M]Tek USA, Inc. R. Cent 6634 particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 6904 Parke East Blvd. Tar la FL 33610 Date; January 11,2019 OWARNING-Varlty dea/9npmnretersand READ NOTES ON MIS AND INCLUDED MITEKREFERANCEPAGE111II-7473 rev. 1G432015BEFOREUSE Deslgn valld for use only with MITeWconnectors. This design Is based only upon parameters shown, and Is for an IndNldual building component, not a truss system. Before use, Me bulltling designer must verify the cppllcabllHy of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual two web and/or chord members only. Addltlonal temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and two systems, seeANSVTPll CualBlyy CdMda, D91419 and SCSI Buldhp Component Safety Informalbnavolloble from Truss Plate Institute, 218 N. Lee Street Suite 312. Alexandria, VA 22314. ��- WOW 69M Parke East BNC. Temp., FL 33610 gob- Truss Truss Type Oty Ply T15995149 1477518 A14 Piggyback Base 3 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.22u S NOV 15'2ul8 MI Iex Industries, Inc. Pn Jan 11 u5:u8:59'2u19 Page 1 Scale = 1:80.4 5x6 = 3x6 = 5x6 = 3 4 5 6.00 12 5x8 i 3x6 i 2 3x6 G 3x6 G Sx8 6 6x12 MT20HS C 7 —_ 3.111 15 14 13 22 23 12 2A 18 17 2x4 11 Sat = 3x6 = 4x12 = 2x4 11 6 3x6 I 2x4 3.4 11 _ 4x6 5x8 = 10 9 — ST1.5x8 STP= 3x6 = Exit 11 1 9-0 e ,0 6-113 13616 19-be 2i]-13 30-t- 321-14 373d 454-14 ST— 62-0 F]-11 1 if 58] 5-69 1 280 586 &S10 Plate Offsets (Y Y)- rl:0-4-0,0-2-31. [2:0-0-12.0-2-81 [3:0-3-0 0-2-0][5:0-3-0 0-2-07 [6:0-3-8 0-2-01 [8:0-M 0-1-1l [71:0-8-0,0-3-81 [12:0-2-8 0-2-01 LOADING (psf) SPACING- 2-0-0 Cat. DEFL, in (too) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.42 12-14 >921 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.75 8-9 >213 120 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.89 Horz(CT) 0.16 10 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-SH Wincl 0.68 8-9 >233 120 Weight: 2741b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins, 5-7,73:2x4 SP M 31 except end verticals. BOT CHORD 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 17-18,8-10: 2x4 SP No.2, 1.13,11-13: 2x4 SP No.1, 6-10: 2x6 SP No.2 WEBS 1 Row at midpt 4-12, 6-12, 7-11 WEBS 2x4 SP No.3 `Except* 6-12: 2x4 SP No.2, 1-18: 2x6 SP No.2 WEDGE Right: 2x4 SP No.3 REACTIONS. (lb/size) 18=1467/0-5-0, 10=3530/0-8.0 Max Hoe 18=-255(LC 13) Max Uplift 18=-293(LC 12). 10=-695(LC 13) Max Grav 18=1576(LC 23), 10=3530(LC 1) FORCES. (II -Max Comp✓Max. Ten. -All farces 250111 or less except when shown. TOP CHORD 1-2=-2728//18, 2-3=-1976/481, 3-4=-1638/512, 4-5=-864/176, 5-6=-1021/162, , 6-7=3409/3592, 7-8=-767/1022, 1-18=-1561/489 BOT CHORD 1-16=-319/2259, 15-16= 361/2310, 14-15=-361/2310, 12-14=-91/1462, 11-12= 3038/3352, 10-1 1=-3531/2378, 6-1 1=-3784/2746, 8-9=-732j793 WEBS 2-14=-785/505, 3-14=-13/354, R 'P ,�1 4-14=-347/453,4-12=-1100/717, 5-12=-367/441, 6-12=-2729/3813,9-11=-907/993,7-11=-2432/2645,7-9=-1046/799 ,\ \` /'V Ili \�` p`�•••••••.. pEN ti . NOTES- (8) •V` Sic••• '� 1) Unbalanced roof live loads have been considered for this design. ��� N O 22$$93.Opsf; •� 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL= h=20ft; 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 & MWFRB * �•• for reactions shown; Lumber DOL--1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. i � •. �TE � F : � � 5) This truss has been designed fora 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 '.�'���Sc(� Q:•' fit between F;1 p \_,.� will the bottom chord and any other members, with BCDL=10.0psf. •• ��/ s/ •�N 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 18=293, 10=695. \\` �'`\\` JI N A"„ 8) This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Walter P. RRn PE Nb22839 Mll USA, Inc. H. Cert 6634 6904 Parke East Bind. Tampa FL 33610 Date: January 11,2019 Q WARNING-VrdIydm19.;e rn.Wrsan9RE4ONO7E5 ON TN/SANDINCLUDED MIlEKREFERANCEPAGEMLL74]amV. ravacalSBEFORE USE. ��- Design valid for use only with IvreW connectors. This design Is based only upon parameters shown, and Is for an IndNldual building component, not a hum system, Before use, the building designer must verify the appllcablllty of design parameters and properly Incorporate this design Into the overall bulltling design. Bracing Indicated is to prevent buckling of lncMduol hum web and/or chord members any. Additional temporary and permanent bracing MiTek- Is always required for stability and to prevent collopse with posslbie personal intury and property damage, For general guidance regarding Me fabrication, storage: delivery. erection and loading of busses and truss systems. weANSIRp11 Quo' lyy CrItedu, DSB49 and BCSf Suldhlg Component 69N Parke East BNd Safety Infomrationovailabie from Truss Plate Insfil 218 N. Lee Sheet Suite 312, Alexandria VA 22314. Tampa, FL 33610 Job • Truss Truss Type Cry Ply T15995150 477518 A15 Piggyback Base 1 1 ) Job Reference (optional) Builders Firs[Source, Plant City, FL 33566 8.220 s Nov 16 2018 MTek Industries, Inc. I'd Jan 11 05:09:00 2019 Page 1 ID:c5Zdj2CBtxHARJ4gpwC?5rycOd0-EsZZNg61JtEupoSNOFVEKS2A11 CCN226NZS_57MXEn 6.11-3 13.8-15 19-1-fi 24-7-13 32.1-14 32 9 10 37-2-4 LI-7-14 6-11-3 6.7.11 56-7 5-6-0 7-E1 0- - 2 4-4-10 8-5-10 TOP CHORD UNDER PIGGYBACKS TO BE LATERALLY BRACED BY Scale =1:80.8 5x6 = 2x4 II Sx8 = PURLINS AT 2-0-0 OC. MAX. 4 TYPICAL. 46 10 9 a = ST1.5xB STP= 3x6= 5.6 II 0 5 8 9-9-7 19-7-fi 24-7-13 32-1-14 32 9 10 37-2-4 45.7-14 0-5-8 9-3-15 9-3.75 5-fi-7 7-6 0- - 2 4-4-10 8-5-10 Plate Offsets X Y -- 3:0-3-0 0-2-0 5:0-6-0 0-2-8 8:0-0-0 0-1-1 11:0-8-12 0-2-8 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. In (too) Vasil Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.30 13-16 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC "0.97 Vert(CT) -0.59 8-9 >270 120 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.84 Horz(CT) 0.09 10 n/a We BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Wind(LL) 0.55 8-9 >287 120 Weight: 277 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 *Except* 5-7,7-8: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 6-10: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 6-12: 2x4 SP No.2 WEDGE Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 2-17, 3-13, 5-13, 5-12, 6-12 REACTIONS. (Ib/size) 17=1473/0-5-0, 10=3533/0-8-0 Max Horz 17=-263(LC 13) Max Uplift 17=-295(LC 12). 10=-695(LC 13) Max Grav 17=1581(LC 23), 10=3533(LC 1) FORCES. (Its) - Max. CompJMax. Ten. -All fames 250 (lb) or less except when shown. TOP CHORD 1-2=-343/205, 2-3=-1994/678, 3-4=-1314/342, 4-5=-1314/342, 5.6=-893/180, 6-7=2430/2685, 7-8=-767/1021, 1-17=-366/247 BOT CHORD 16-17=-293/1821, 13-16=-130/1418, 12-13=0/734, 11-12=-2252/2492, 10-11=-3534/2378, 6-11= -3338/2279, 8-91 WEBS 2-17=-1973/494, 2-16= 355/429, 3-16- 330/600, 3-13=-320/365, 4-13=-548/288, 5-13=-666/1131,5-12=-1254/945,.6-12=-2013/3037, 9-11=-823/913, 7-11- 1700/1856, 7-91 NOTES- (8) 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=3.Opsf; h=20ft; 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 fames & 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 MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001to uplift at joints) except Qt=lb) 17=295, 10=695. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. jell C E No 22839 nk }^ -•911111114•- Waiter P. Finn PE No22839 MTek USA, Inc. FL Cart 6634 6904 Padre East Blvd. Tampa FL 33610 Daft: January 11,2019 A WARNWG-Vedlydeslgnpp efemanJREADNOWS ON TRISANDWCLUDEDMREKREFERANCEPAGEMlh74]3rev.1ON DISDEFORE USE Design valid far use only with MOek® 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 appllcabllity of design parameters and properly Incorporate this design Into the overall bulding design. Bracing lndicoted is to prevent buckling of individual huss web and/or chord members only. Addhornal temporary and permanent bracing b OlWoys squired for sobillN and to prevent collapse with possible personal injury and property da�ymage. For general guidance regarding the tob,Safety lnfoanalbrnvolabie frorction and m Truss Plate lretltute, 21cing of 8 trusses Lea Street. Suite 3l Z Aloa�o1. VA 22314.�aft G5aE9 and BC3l luYEYrp Component ��' MiTek' Tampa, FL East 33610 Blvd. Job . Truss Truss Type Oty Ply T1597151 477518 A16G Piggyback Base Girder 1 2 Job Reference o tional Builders FirstSource, Ylam ury, rl. 6,1000 a.Zeu s rvov 10 "'ra MI ex muLLlnros, mc. 11...n r I ua:ue:w 'v..r.gn r 0-bpMSONAR80sBwZKL ID:c5Zdj2C8txHARJ4gpwC?5rycOdAo5P1 Vl4n2xl2GwrXr9lnKzwXEi 2c-10 2-2 5 8B8 10-l" 130.] 164a M 2pa T 2341 276 2Na 10 %IKI 3890 a1z9 2-25 H 4-1-14 1 a-2-0 z-1-1s sots 1 sail �i 24.11 aaa aas I aas ysp I� 04 5 2x4 11 Sx6 = Bxl4 MT20HS = 6,0 = 2x4 It Sx8 = 7x10 = B 6x6 = 9 10 it 12 z`t II 28 27 26nmza 25 22 21 20 n1 U40 18 n1uzo 17 Niuza 16 nruza 15 29 Site = 2x4 Bx14 MT20HS = Bx10 = Bx10 = 3.8 11 7x10 = Bit = Bx10 = 3x8 11 Special 3x6 It HTU26 Bx12 = HTU26 4x10 MT20HS = HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 2s10 HTU26 HTU26 2¢-s 1-lee 688 161ea Flr7 1843 1990 2e8 23A1 2MI-0 3aIS Me 4326 In o 4n-14 4-2-0 I z-Ins sale I asiz r zo-l0 1 aas I aas 3as 4aa 4se LOADING (psQ SPACING- 2-0-0 CSI. I DEFL. in floc) I/dell L/d TCLL 30.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL, -0.1218-20 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.85 Ved(CT) -0.2118-20 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.99 Horz(CT) 0.06 15 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP M 26'Except' ' 1-30: 2x4 SP'No.2, 24-29: 2x6 SP No.2 BOT CHORD WEBS 2x4 SP No.3'Except' WEBS 2-31:2x6 SP No.2, 5-26,6-25,8-21,14-16,2-30: 2x4 SP No.2 JOINTS 5-25,6-22,8-22,10-21,12-18: 2x4 SP M 31 7-22,14-15.4-27: 2x8 SP 240OF 2.0E REACTIONS. (lb/size) 31=5077/0-7-10,22=21416/(1-0-8+bearing block) Iraq. 1-0-10), 15=10267/0-8-0 Max Horz 31=218(LC 8) Max Uplift 31=-1307(LC B), 22=-5431(LC 8), 15=-2293(LC 9) Max Great 31=5083(LC 19). 22=21416(LC 1), 15=10287(LC 20) FORCES. (lb) -Max. CompJMax. Ten. -All tomes 250 (Ib) or less except when shown. TOP CHORD 2-3=6512/1711, 3-4= 6482/1809, 4-5=-5098/1480, 5-6=-1896/595, 6-7=-125/589, 7-8=-128/599,8-9=-3216/812,9-10=-2900/743, 10-11=6018/1491, 11-12= 6019/1491, 12-13=-6437/1550,13-14=-5366/1236,14-15=-9478/2165 BOT CHORD 26-27= 1004/3568, 25-26=-1016/3612, 22-25=-530/1896, 21-22— 157/514, 20-21=-1153/5032,18-20>1153/5032,17-18=-1288/5696,16-17=-1065/4719 WEBS 2-31=-4935/1321, 27-30=-1481/5191, 4-30=-593/1999, 28-30=0/368, 3-30=-367/218, 5-27=-1216/4140, 5-26=-770/2847,5-25= 5125/1447,6-25=-1910/6766,6-22=-7374/2118, 7-22= 879/242,B-22=-9131/2115,8-21=-1951/8454,9-21=-355/1193,10-21=6760/1625, 10-20=-739/3204, 10-18=-723/3027,11-18=-010/138,12-18=-282/1069, 12-17=-440/1558,13-17=-526/2146,13-16=-2708/657,14-16=-1880/8314, 4-27=-1298/438, 2-30=-1494/5936 Scale=1:92.2 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 10481b FT=20% Structural wood sheathing directly applied or 4-7-10 oc puffins, except end Verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. i Row at midpt 5-25.6-22.8-22.10-21 1 Brace at Jt(s): 30 NOTES- (14) 1) 2-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: 2x4 -1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 06-0 Do. Webs connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 -1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front(F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) 2x6 SP M 26 bearing block 12' long at jt. 22 attached to each face with 3 rows of 1 Old (0.131'x3') nails spaced 3' D.C. 12 Total fasteners per block. Bearing is assumed to be SP No.2. 4) Unbalanced roof live loads have been considered for this design. 5) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsh h=20ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed: Lumber DOL=1.60 plate grip DOL=1.60 6) Provide adequate drainage to prevent water pending. No 22839 tUT:00 '� Wafter P. Finn PE No.22839 MRek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 QWARNING- Vedrydes/gn parameters antl READ NOTES ON TNISANO INCLUDED MNEKREFERANCEPAGE10.74]3 rev. 10110;'Yd01SBEFORE USE Deslgn voild for use only with Welds connectors. This design Is based only upon parameters shown, antl Is for an Individual building component, not a truss system. Before use, the building designer must verify the oppllcablllty, of design parameters and proper y Incorporate this design Into the overall building design. Bracing Indicated 6 to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stoblify and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrcanon. storage, delivery, erection and bracing of trusses and truss system. seeANSUIPII GualMByy CRnio, DSB-59 and SCSI Building Component Safety Informalbtgvallable from Truss Plate Institute. 218 N. We Street Suite 312, Nexantltlo. VA 22314. ��' MiTek' 69N Perks East Bind. Tamp., FL 33610 Job. Truss Truss Type IPly T15995151 477518 A16G Piggyback Base Girder 1 2 Job Reference (optional) Builders, FirstSource, Plant City, FL 33566 8.220 a Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 05:09:00 2019 Page 2 I D:cSZd2C81xHARJ4gpwC?5rycOD0-30wgejB3vj_2XjvXkVice2jl FXRHXnl9 IVvlJmmXEh NOTES- (14) 8) This truss has been designed for a 10.0 list bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.0psf on the bottom 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 = 10.0ps1. 10) Provide mechanical connection (by others) of truss to beefing plate capable of withstanding 1001b uplift at joint(s) except (jt=lb) 31=1307, 22=5431, 15=2293. 11) Use Simpson Strong -Tie HTU26 (20-10d Girder, 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 12-10-8 from the left end to 40-10-8 to connect truss(es) to back face of bottom chord. 12) Fill all nail holes wherehanger is in contact with lumber. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 5512 to down and 1558 lb up at 10-10-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 14) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-90, 5-8=-90, 8-9=-90, 9-12=-90, 12-14=-90, 1-30=-20, 15-29=-20 Concentrated Loads (lb) Vert: 27=-5512(B) 20=1761(B) 18= 1761(B) 16=-1761(B) 23= 1766(B) 32=-1761(B) 33=1761(B) 34— 1761(B) 35>1761(B) 36— 1761(B) 37— 1761(B) 38— 1761(B) 40=-1761(8) 41=-1761(B)43=-1761(B)44=-1788(B) AWARN/NG-V dfy JeAgnperamefenend READNOTESOMMZANDINCLUO£DMREKREFERANCEPAGEM6747Srua lanaa0f5B£FOREUSE �'' Design valid for use only with MBek® connectors. This design Is based only upon parameters shown, and Is for on Indlvldual building component, not a muss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall Mill bulltling design.Bracing indicated is to prevent buckling of Indlvldual muss web and/or chord members only. Additional temporary and permanent bracing lyl)1es�- Is always required for stability and to prevent collapse with possible personal hjury and properly damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of musses and truss system% WeANSVTPII QuaW World. DS549 end SCSI S0Sd11D Component Sees Parke East BW1 Safety Infoenationovailable mom Tara Plate IrsstiM6. 218 N. Lee Sheet. Suite 312, Alexandria, VA 22314. Tampa, FL 33610 ob. Truss Truss Type Oty Ply TI5995152 1477518 B01G Hip Girder 1 1 Job Reference (optional) • Builders FirstSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 05:09:10 2019 Page 1 ID:cSZdj2CBtxHARJ4gpwC75rycOd0-1mALT5EazyUTOLDIzLhakZTlg3fsjejag7l W SXZwXEd 16 6-11 2-2-5 d-10.B 9-0-0 15-10.8 D-0Q182,6 2289 23-1411 2540.13 20-3a 2i 811 3a9-0 2-26 2-e3 4-00 } 6-28 It-0TH 15-td 1-11.2 1A42 3_1.a d9-11 2-2.5 045 Special Special Special Special 5x0 = Special Special Special Special 3x4 = Special 3x6 = 3x6 = Special Special 5x8 = a00 12 4 28 29 30 5 31 6 32 7 a 33 34 9 41 42 i 2 1 3xfi = 23 ST1.5xB STP = 3x4 = 3x4 = LUS24 LUS24 Special 3 39 15 40 LUS24 ST1.W STP = LUS24 Sx12 = 6x8 = 3x6 = LUS24 LUS24 18811 14 3x4 = LUS24 Scale=1:66.8 3.4 Q 10 0 77 Y )� 4 13 ST1.5xB STP = I? 3x4 = 3x6 = Special 3aea LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 30.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.12 19-20 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.82 Verl(CT) -0.2719-20 >737 240 BCLL 0.0 ' Rep Stress Incr NO W B 0.57 Horz(CT) 0.05 12 rda n(a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2'Except" 4-7: 2x4 SP M 31, 7-9: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 3-22,24-25,25-26,26-27: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 23=1184/0-7-10, 12=1201/0-7-10, 16=2951/0-7-10 Max Hoe 23=11 O(LC 34) Max Uplift 23=-372(LC 8). 12=-461(LC9). 16= 1268(LC 5) Max Grav 23=1186(LC 19), 12=1214(LC 20), 16=2951(LC 1) PLATES GRIP MT20 244/190 Weight: 210 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-10 cc pudins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1Row at midpt 4-19,8-16 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3- 1329/541, 3-4=-1215/520, 5-6=-322/804, 6-8=-322/804, 8-9=-773/428, 9-10=-1116/541 BOT CHORD 20-21=-543/1216, 19-20=-425/1015, 14-16- 319/773, 13-14=-401/903 WEBS 2-23- 1018/384,2-21=-460/1287,3-20=-405/314,4-20=-81/481,4-19=-1300/570, 17-19=-290/771,5-17=-273/724,5-16=-1718(782,8-16=-1866/829, 8-14=-71/382, 10-13=-459/986,10-12=-1126/484 NOTES- (12) 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=3.Opsf; h=20ft; 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 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) This truss has been designed fora 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 3-64) tall by 2-" 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 at=lb) 23=372, 12=461, 16=1268. 8) Use Simpson Strong -Tie LUS24 (4-1Did Girder, 2-1Dd Truss, Single Ply Girder) or equivalent spaced at 2-2-2 oc max. starting at 11-8-12 from the left end to 27-8-4 to connect trusses) to back face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 248111 down and 258 lb up at 9-8-0. 781b down and 1031b up at 11-8-12, 781b down and 103 lb up at 13-8-12, 781b down and 1031b up at 15-8-12, 80 lb down and 105 lb up at 17-8-12, 80 lb down and 106 It, up at 19-8-8, 80 Ile down and 106 It, up at 21-8-4, 80 Ib down and 106 Ib up at 23-8-4, 80 to down and 106 lb up at 25-8-4, and 80 lb down and 106 lb up at 27-8-4, and 248 lb down and 222 lb up at 29-9-0 on top chord, and 1101b down and 651b up at 9-8-0, and 1141b down and 129 Ib up at 29-8-4 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). No 2283ir A F 111 Waiter P. Flnn PE 111122839 MITek USA, Inc. FL Geri 6634 6904 Parke East Blvd. Tampa FL 33610 Dale: January 11,2019 O WARNING -Verity dealer parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCEPAGE MIFMn .. iW9aRpf5 BEFORE USE Design valid for use only with Mnek® 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 appllcablllty of design parameters and property Incorporate this design Into the overall Adolfbulltling design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Adotemporary and pornanent bracing MiTek' Is always required for stability and to prevent collapse Win possible personal Injury and property damage, For general guidance regarding the fabrication.DSB49 and BCSI Building Component e Sul o1, TempaaFL East Infannatlermolloble. from Truss Plate Institute. 218 N. Lee Sheet, a 312. N ., VGA 22 14�ada, Job , Truss Truss Type Oty Ply 11477516 B01G Hip Girder 1 1 T75995152 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 05:09:10 2019 Page 2 ID:cSZdj2C8txHARJ4gpwC75rycOd0-mALT5EazyUTOLDIzLhakZTtg3fsjejag7tW SXzwXEd 12) This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plt) Vert: 1-4=-90, 4-9=-90, 9-11=-90, 1-22=-20, 18-21=-20, 11-17=-20 Concentrated Loads (Ib) Vert: 4=-177(B) 7= 80(B) 9=-178(B) 18=-26(B) 20=-76(B) 8=-80(B) 14=-16(B) 13=16(B) 28=69(B) 29— 69(B) 30=69(B) 31=-71(B) 32— 80(B) 33=-80(B) 34= 80(B) 35=27(B) 36=-27(B) 37=-27(B) 39= 16(B)40=-16(B)41=-16(B)42=-16(B) ,&WARNING-VnfYdeslgn Parameferserd HEAD NOTES ON THISAND/NCLUDEDM?KHEFEHANCEPAGEMIP74TJrev. 1WA3&s0r50EFOHEUSE Design vc[ld for use only with MFek9 connectors. This design Is based only upon parameters shown, and Is for an Indio dual building component, not a truss system. Before use, the building designer must verlfy the cppllcoblliry of design parameters and properly Incorporate MIs design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or Chord members only. Additional temporcry and permanent bracing M)TtaK Is always requiredfor stablllty and to prevent collapse with possible personal Injury and property damage. For general guidance regaroing the fobrlcofion, storage, delivery, erection end bracing of trusses and truss systems. seeANSU19II Qua' CMorla, D3349 and BCSI Matting Component 69W Parke East Blvd. Sabty Informotlonaooi able from Truss Fate Institute, 218 N. Lee Street Suite 312. Alexandra. VA 22314. Tampa, FL 33610 ,lob. Truss Truss Type Dry Ply T75995153 1477578 B02 Hip 1 1 Job Reference o tional Builders FlrstSource, Plant City, FL 33566 U.z2u s Nov lb ZUlU MI I eK Inausmes, ma. rn don 11 Ua:Ua:IL zu tl rage! ID:cSZdi2C8txHARJ4gpwC75rycCdC-tA15umFgUZkBFeMh4mj2p_YD6sNPBTVtBRMcXOzwXEb 11511 15-10,e 78118-2E 23-1-14 2o-n$-1-121-2-2 d-73 z)yezd a aU 30.611 369U 6991 az-s o 5 Scale: 3/16'=1' SxB = 30 = 3x6 = 3x4 = Sxfi 7 8 4 5 6 = 9 Sxfi = ST1.5x8 STP = 5,02 = 3x6 = 3x4 = 18i 11 36-9L 1-1682,2.5 44o-5 iLe-0 151?0 17-0 118.25 2MII 34 11 36L148 1-1as n 283 M. 4-2-e 'I1-1212-211 000 BOd 0.1�3 0M113 015 F1a8 Plate Offsets (X Y)— (1:0-M 0-0-131 [4.0-6-0 0-2-8][9:0-3-0 0-2-OL [16:0-" 0-1-121 [20:0-5-12 0-2-81 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.07 19-20 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.1519-20 >999 240 BCLL 0.0 ' Rep Stress Incr YES W B 0.87 Hom(CT) 0.04 12 Na n/a BCDL 10.0 Code FBC2017/7PI2014 Matrix-SH Weight: 218 lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3-21,23-24,24-25,25-26: 2x4 SP No.3 WEBS 1 Row at midpt 9-12 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 22=1007/0-7-10, 12=98210-7-10, 15=2074/0-7-10 Max Horz 22=125(LC 12) Max Uplift 22=-220(LC 12), 12=-231(LC 13). 15=-417(LC 9) Max Grav 22=1013(LC 23), 12=1014(LC 24), 15=2074(LC 1) FORCES. (lb) - Max. CompJMax. Ten. -All tomes 250 (Ib) or less except when shown. TOP CHORD 2-3=-1079/485, 3-4=-672/337, 5-6=-60/482, 6-8=-60/482, 8-9=-525/361, 9-10= 313/211 BOT CHORD 19-20= 535/1124, 18-19=90/472, 13-15=-56/321, 12-13=-90/556 WEBS 2-22=829/450, 2-20=-538/l 116, 3-19=-677/458, 4-19= 57/366,4-18=-835/327, 5-15=-985/419, 16-18=-210/637, 5-16= 216/592, 8-15=-1039/432, 8-13=-90/389, 9-12=-506/142, 10-12=-610/518 NOTES- (8) 1 Unbalanced roof live loads have been considered for this desig n. n. g 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opst; h=20f; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right elglosed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gnp 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 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 Ib uplift at joint(s) except (jt=lb) 22=220, 12=231, 15=417. 8) This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. WARNING - V-dfy dsslgn Parameters andREAD NOTES ON THIS AND INCLUDED MIFEK REFERANCE PAGE M1F7473 rev. 1 aM14U 15 BEFORE USE, sign valid for use only with Miekg connectors. This design Is based only upon parameters shown, and Is for on Individual bullding component, not \\\I11111// ENSF;�L ��.. i No 22839 ?90;• ATE OF ` Walter P. Finn PE No=9 MITek USA, Inc. P. Cart 6634 699 Parke East Blvd. Tampa R. 33610 Date: January 11,2019 s and truss systems, seeAN3Ue'll Gua1MY criterti DSB-89 and eul Building Component 6904 Parke East BNd. Lee Street, Suite 312, Alexantlrla, VA 22 14. 1 Tempe, FL 33610 ob . Truss Truss Type Oty Ply T75995154 1477518 B03 Hip 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 a Nov 16 2018 lki Industries, Inc. Fn Jan 11 5xB = ST1.5x8 STP = 3x4 = 5x8 = Scale: 3fl6-=1' sale 131 1-160.82H5 x-1633 P2iJ1 2 361 2-22 I 5 �438-911 I 0-3-13 1-10.0 Plate Offsets (X,Y)-- 11:0-0-0,0-0-131,15:0-6-0,0-2-81,17:0-6-0,0-2-81.115:0-0-0,0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (too) Well Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.32 16 >623 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.63 16 >310 240 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(CT) 0.04 11 n/a n/a BCDL 10.0 Code FBC2017/7PI2014 Matrix-SH Weight: 221 Ib FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD 2x4 SP No.2'Except• BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 3-20,22-23,23-24,24-25:2x4 SP No.3 6-0-0 oc bracing: 1-21,10-11. WEBS 2x4 SP No.3 WEBS 1Row at midpt 5-14.7-14 REACTIONS. (Ib/size) 21=93210-7-10, 11=894/0-7-10, 14=2298/0-7-10 Max Ho¢ 21=140(LC 12) Max Uplift 21— 199(LC 12), 11=-238(LC 13), 14— 383(LC 9) Max Grey, 21=950(LC 23). 11=971(LC 24), 14=2298(LC 1) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-887/369, 3-4=-876/442,4-5=-304/189, 5-6=-41/602, 6-7=-41/602,7-8= 505/278 BOT CHORD 18-19=-259/718, 17-18=-319f797, 12-14=-27/382, 11-12=-130/555 WEBS 2-21=-813/462, 2-19=-364/860, 4-17=-712/472, 15-17=-135/495, 5-15=-123/562, 5-14=-1121/406, 6-14=-650/350, 7-14=1104/419, 7-12= 90/387, 8-12=-256/237, 8-11=-718/385, 9-11=-344/307 NOTES- (8) 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=3.Opsf; h=20N; 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 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 noncohcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (jt=1b) 21=199, 11=238, 14=383. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TIP I 1 as referenced by the building code. No 22839 Water P. Rnn PE No22839 MITek USA, Inc. FL Dept6634 69D4 Parks East Blvd. Tampa FL 33610 Date: VOl lualy II,LV Ia ,A WARIING-Verilydeslgnpanmefemand READNOTESONTN/SAND/NCLUDEDMREKREFERANCEPAGEM/N4"rev. fa2lY1015BEFOREUSE Design valid for use only Will Mnek8 connectors. this design Is based only upon parameters shown, and Is for on Individual bulltling component, not a muss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bulltling tleslgn. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.. Addlflonol temporary and permanent bracing MireW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the lobricallon storage, delivery, erection and bracing of fusses and auss systems. seeANSUIPII Cupp Cdlbda. DSB49 and SCSI Building Component 69M Parke East Blvd. ScI Informallo Wa table note Truss Rate Institute, 218 N. Lee Sheaf, Suite 312, Alexandtla, VA 22314. Tampa, FL 33610 Opt, - Truss Truss Type Qty Ply T15995155 1477518 804 Hip 1 1 Job Reference (optional) Builders FirslSoume, Plant City, FL 33566 8.220 a Nov 16 2018 MITek Industries, Inc. Fn Jan 11 05:09:17 2019 Page 1 ID:cSZdj2CBtxHARJ4gpwC?5rycOdQ-E75-xUJz16NUMQFe1JJDW 1 FBit6EsimcHi3NComXEW 2-2-5 4-10-e 10.34 1SAO 18-2-616 fi 11 23-9-p 29-1-14 34-6-11 36-9-0 1 2-2-5 1 2e-3 5.O 12 54-12 2-6-6 " 5.2-5 54-14 5-4-13 2 5xB = 6.00 F12 5x6 = Scale=1:65.7 3xL-- 4x6 Q 9 3x6 4 4x6 4 4 3 10 4x6 i 71 2 0 )6 1 d c o x3STP= ST1.5x8STP= 1- Sz12 = 79 1 14 20 29 13 - 3x6 = 22 27 3z4 = 6x8 - axis = 3x4 = 3x4 = 3x6 = ST1.5x8 STP = 3z4 = 30-9-0 1-10.9225 440.8 1p3d 1SB-0 15,1pa 18.2E 19,6,11 266.11 34i-11 ;nl" r 1-10.8� 2a-3 + 54-12 54-12 B 2-3-14 5 38O 9-09 0.�13 -I Plate Offsets (X,Y)-- f6:0-6-0,0-2-81, fit:0-3-0,0-2-01.116:0-0-0,0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Well Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.13 13-15 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.1913-15 >999 240 BCLL 0.0 ' Rep Stress [nor YES WB 1.00 Horz(CT) 0.02 12 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Weight: 2301b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-3 oc pudins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 6-" cc bracing. 3-21,23-24,24-25: 2x4 SP No.3 WEBS 1 Raw at midpt 8-15 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 22=929/0-7-10, 12=900/0-7-10, 15=2255/0-7-10 Max Harz 22=155(LC 12) Max Uplift 22=206(LC 12), 12=-256(LC 13), 15=-352(LC 12) Max Grew 22=957(LC 23), 12=984(LC 24), 15=2255(LC 1) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-942/428, 3-5=-687/373, 5-6=-36/277, 6-7=-12/526, 7-8=-12/525, 8-9=-567/368 BOT CHORD 19-20=-398/886, 18-19=-162/522, 12-13=-148/593 WEBS 2-22=-797/456, 2-20=-452/953, 3-19=-410/245, 5-19=-30/302, 5-18=-765/465, 6-15=-1002/405, 7-15=-036/221, B-15=-980/405, 8-13=-229/532, 9-13=-370/323, 9-12=-743/361,10-12=-396/340,16-18= 258/566, 6-16= 25CV558 NOTES- (8) 1) Unbalanced mof s have been considered for this design. �Vult=160mph 1 2) Wind: ASIDE 7-10; (3-second gust) Vasd 124mph; TCDL=4.2pst BCDL=3.Opsf; h=200; Cat. II; Exp B; Encl., 10t P11" %\��� GCpi=0.18; MI(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 �., S� . •gip E N S •• ti �� 3) Provide adequate drainage to prevent water ponding. `�� �� V F•••. ��. 4) All plates are 2x4 MT20 unless otherwise indicated. NO 22839 • •� 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 fit between the bottom;chord BCDL 10.0psf. will and any other members, with = 7) Provide mechanical connection (by others) of truss to bearing 100 lb plate capable of withstanding uplift at joint(s) except 61=11b) 22=206, 12=256, 15=352.1 i '. O F 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any is 0.0 ',i�X% particular building the responsibilityof the building designer per ANSI TPI 1 as referenced by the building code. • fl P �\,,,,� Walter P. Finn PE N6.22839 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd, Tampa FL 33610 Date: umwmy ,.. ,&WARNING-Vedlydesta peahadem nd READNOTES ON THIS AND WCLUDEDM?EKREFERANCEPAGEMI474;amv. IdebA015REPORE USE Design valid for use only with MOek® connectors. ThIs design Is based only upon parameters shown, and Is for an IndMldual building component, not a hum system. Before use, the building designer must verity the opptcablli y 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. AddlHonal temporary and permanent bracing Is always required for stabllity and to prevent collapse with possible personal injury and property damage. For general guldonce regarding the fobrlcollon, storage, delivery. erection and bracing of busses antl buss systems. seeMSVIPIt QuadB8�v. CrItedo, DSB aP and BCSI Building Component Soleh mfonnatbrlwallable from Truss Porte Institute, 218 N. We Sheet, Suite 312. Alexandra. VA 22314. M!Tek' 6904 Parts East Blvd. Tampa, FL 33610 ob Truss Truss Type OtY Ply T15995158 1477518 B05 Hip 1 1 Jab Reference(optional) lsmiaers rirstsource, mans ury, rL00000 c.«�r.,.�.,.��,o,.,,.,.,,,u,.�,,,_.,,.. ,,, .,_,, ,, �+.��.��r-�,�,09=, ID:cSZdj2CBtxHARJ4gpwC?5rycOd0-AW DkM9LDddCbjP 17kLhbSLPZhoOKeMOYUGW MXEU tens z-z3 ato-e tome tsme naa znsu 2e-1-t3 a+bit 3esa z-2. z-ea ssa ssa 1-se 3st0 s+t+ sst4 z-zs 5x6 = 5x6 = IGO 12 6 7 3x4 G 3x6 i 5 4x6 '- 4 4x6 i 3 2 ® 7 d 3x12 = 18 2x4 II 15 14 27 28 13 3x6 = 21 20 3x4 = 26 2x4 II 3x6 = 3x4 = ST1.5xB STP= STI.5xS STP= 3.4 = 2x4 11 US = 2x4 11 2x4 II 2x4 11 6xB = 2 25 16-2-6 46 J 8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (too) Well Ud TCLL 30.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) .0.10 13-15 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.2012-13 >979 240 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(CT) 0.02 12 n1a n1a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except' 3-20,22-23,23-24,24-25:2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (IWsize) 21=964/0-7-10, 12=938/0-7-10, 15=2140/0-7-10 Max Horz 21=170(LC 12) Max Uplift 21=-216(LC 12), 12= 272(LC 13), 15=-372(LC 12) Max Grav 21=998(LC 23), 12=1013(LC 24), 15=2140(LC 1) Scale=1:76.4 3x6 Q 9 2x4 II t0 1 I� _ d 1^12 3x6 ST1.5xS STP= 3x4 = 36-9.0 PLATES GRIP MT20 2441190 Weight: 228 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. WEBS 1 Row at midpt 5-17, 6-26, 6-15, 7-15 FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3>1002/476, 3-5=-794/444, 5-6=-7/433, 6-7=0/405, 7-8= 601/454 BOT CHORD 18-19=-423/915, 17-18=-235/629, 15-16=-267/269, 12-13=-173/616 WEBS 2-21=-840/490, 2-19=-486/997, 3-18=-344/200, 5-18=-7/363, 5-17=-955/572, 16-17=-282/556,6-16=-276/462, 6-15=-10821508, 7-15= 941/391, 7-13= 350/674, 8-13=-487/409, e-12=-681/345, 10-12=-463/399 NOTES- (7) 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=3.Opsf; h=20ft; 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) Provide adequate drainage to prevent water pending. 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 BCD L= I0.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joint(s) except (jt=lb) 21=216, 12=272, 15=372. 7) This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. �. • v F' No 22839 *13 : :.ir Z .OR1.PN Water P. Finn PE No.22839 MITek USA, Inc. R. Gart 6634 69D4 Parke East Blvd. Tampa R. 33610 Date: January 11,2019 ,&WARNING-VvIlydes9.Pare .h sand READN0TES ON THISANDWCLUOEOMfTEKREFERANCEPAGEMIP7473rev. 10=2r)ISBEFORE USE. Design valid for use only with MnekkO connectors. fib 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 the oppllcablllty, of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only,. Additional temporary and permanent bracing WOW Is always required for stoblllty and to prevent collapse with people personal injury antl property damage. For general guidance regarding the DS!-09 and lRl Bultlhp Component Ntl. Safely lnleenatbrn aeobie frorm Truss Rate Institute. 218 N. Lee Street, Suite 312 AlexlontlAot, VGA 22314.MorW, Tampa. FIL 336 10 ob - Truss Truss Type Of Ply T75995157 1477518 B06 Roof Special 1 1 Job Reference (optional) nmlaers mrslsaurce, ream ury, rL aaaao e.zeu IF nov 10 eu 10 rvu r e6 muusures, IF nr adrI II w.osc i cu IV 5z6 = Scale = 1:72.0 6.00 12 3x4 G 6 B 3z4 i 3z6 i 5 3x6 4x6 i 4 9 3z4 3 10 4x6 i 11 2 jb jI IV 14 19 1527 14 28 73 ST1.5xBSTP= ly Sz12 = 3x6 = 22 21 3x4 — 5111, 6STP= 5xB = 3x6 = ST1.5xB STP = 3x6 = 6x8 = 3z4 = 22-5 1e-2E 309-0 tuna b 9d-11-11 15.110-z7{t-no IV'a0.a.lo1a3 Fi 1-10.3 3154.10.e 2-33 26 1 P 0313 0L5 1.108 Plate Offsets (X,Y)-- T16:0-0-0,0-1-121. T26:0-2-0.0-0-11 LOADING (psQ SPACING- 2-0-0 CSI. DEFL in (too) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.99 VeR(LL) -0.16 13-15 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.2513-15 >769 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.48 Horz(CT) 0.02 15 Na Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 231 to FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. 3-21,23-24,24-25,25-26: 2x4 SP No.3 WEBS 1Row at midpt 5-18. 6-15.7-15. 7-13 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 22=954/0-7-10, 12=931/0-7-10, 15=2175/0-7-10 Max Ho¢ 22=185(LC 12) Max Uplift 22=-195(LC 12), 12=-269(LC 13), 15=-428(LC 12) Max Gmv 22=975(LC 23), 12=1020(LC 24), 15=2175(LC 1) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 953/436, 3-5=-790/422, 5-6=-36/396, 6-7=0/452, 7-8=-858/651, 8-10= 827/357 BOTCHORD 19-20=-371/847, 18-19=-227/639, 15-16=-202/254, 13-15=-256/323 WEBS 2-22=-821/476,20-22=-255/172, 2-20=-444/945, 3-19— 274/182, 5-19= 9/344, 5-18=-905/536, 6-15=-929/597, 7-15=-1124/354, 7-13=-670/1093, 8-13=-741/595, 10-13=-160/532,10-12=912/577,16-18=-237/519, 6-16=-241/448 NOTES- (7) live oads have een considered for Is design. anced 7-10; , 1"t, 2) Windt ASCE Vuet 60mph(3-second gust) Vasd 124mph; TCDL=4.2pst BCDL=3.Opst h=20ft; Cat. 11; Exp B; Encl., ,��%``�ER'P ail/ GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces R MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 .......... ,��PV �E N S • 3) All plates are 2x4 MT20 unless otherwise indicated. ;� � �� ' V F �0 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. IF 0 KFF, NO 22839 � •� 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide � * •• will fit between the bottom chord and any other members, with BCDL=10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) 22=195, 12=269, 15=428. ='0 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any : *33 rS A F O'n particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. ••• Q' : _��`` �iFs• OR1�•• �O �. • *04, 10NA � ,E�C� Walter P. Flnn PE No.22839 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 ,&WARNING -Verily CeslgnperametersenJREADNOTES ON TNISAND INCLUDED MI/EKREFERANCEPAGEMIP74M.4 lasa40159EFOREUSE Deslgn valid for use only with Mnelc® connectors. IDls tleslgn Is based only upon parameters shown, and Is for an Individual builtling component, not a truss system. Before use, the puliding designer must verity the oppicablllly of design parameters and properly Incorporate this tleslgn Into the overall "90! DUGIng design. Bracing Indicated is to prevent buckling of lndNduol truss web antl/or chord members only. Adtlitional temporary and permanent bracingk' Is always required for stability and to prevent collapse with pos9bla personal injury and property damage. For general guldance regarding the SafeIty IOformartionavallable fromT a Plate Institute. 218N tee Street. Sul it 312 Alexandre. VA 22314me� D55A9 and 1C5l SUSdbp Component Tampa, Fl. 33610tyd Job r Truss Truss Type City Ply T75995158 1477518 Bf Real Special 1 1 Jab Reference (optional) Builders RrslSource, Plant City, FL 33566 6.22u s NOV 10 zum I I ex moustries, Inc. I aan I I ua:us:za zu Ia rage i ID:cSZdj2C8WiARJ4gpwC?5rycOdO-b5ut?BN68e?mSB7cgsvODSywbug6X4vLR n8tm XER L2L742 { 194A 18F8b 27-1-12 34-108 2-25 5-8-12 5-e-12 5-8-12 Od-0 ]-Sri ]-5-12 Scale=1:6B.5 Axe = T STP= I1T STI.5x8 STP= axis = 46 = 2x4 I1e-11c 2x4 11 19-e-e a313 a40 o-zne Plate Offsets (X Y)— 19:Edae 0-1-12) LOADING (psp SPACING- 2-0-0 CSI. DEFL in (lac) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.07 10-11 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.15 10-11 >999 240 BCLL 0.0 ' Rep Stress Mor YES WB 0.49 Hom(CT) 0.03 13 1 1 BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 212 In FT=20% LUMBER- -BRACING- TOP CHORD 20 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or4-10-5 oc purlins, 6-8: 2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP I *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 14-16: 2x4 SP No.3 10-0-0 oc bracing: 13-14 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-13, 6-13, 7-13 REACTIONS. (Ib/size) 21=935/0-7-10. 13=241310-10-13, 10=493/0-7-10 Max Hom 21=216(LC 12) Max Uplift 21=-177(LC 12), 13— 501(LC 12), 10=-175(LC 13) Max Grav 21=955(LC 23), 13=2413(LC 1), 10=654(LC 24) FORCES. (II -Max. Comp./Max. Ten. -All tortes 250 (11 or less except when shown. 1 TOP CHORD 2-4=-736/312,4-5=-274/219, 5-6_ 9B/724, 6-7=-86/737, 7-9=-681/205, 9-10=-585/259 BOT CHORD 18-19_ 260/557, 11-13=-131/493 WEBS 2-21=862/528, 2-19=-212/579, 4-18=-517/330, 17-18= 161/402, 5-17=-160/402, 5-13=-911/579, 6-13=-1085/379, 7-13=-953/596, 7-11=0/319, 9-11=-221/298 NOTES- (7) 1) Unbalanced met live s have been considered for this design. 2) Wind: ASCE 7-10; Vulta160mph (3 second gust) Vasd=124mph; TCDL=4.2psf; BCDtl3.Opsf; h=20ft; Cat. II; 1 B; Encl., ,%%�`,�E{�'�?,� � �/�7 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 DOL=1.60 �� -`Q�......4 N S plate III 3) All are 3x4 MT20 unless otherwise indicated. plates 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. • No 22$39 •�. 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 Ar will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joints) except (jt=lb) 21=177, 13=501, 10=175. • :'� • ; �: 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any ANSI TPI : ;•LTE OF O <(/,�� �i��.• particular building Is the responsibility of the building designer per 1 as referenced by the building code. A,Q' ii��si O ii' • R �ONA� 1, Walter P. Rnn PE No.22839 MIPA USA, Inc. FL Cod 6634 699 Parke Fast Blvd. Tampa FL 33610 Date: January 11,2019 A WARNING -Verity deelgs,ammI,lsN.ird READ NOTES ON THISAND INCLUDED MREKREFERANCEPAGEM147473m7. I0MII1015BEFOREDSE. Design Valid for use only with MIT" connectors. This design Is based only upon parameters shown, and Is for on Individual bulling component, not a truss system. Before use, the bulltling designer must verity, the applicability of design parameters and properly Incorporate this design Into the overall building design, Bracing Indicated is o prevent buckling of Individual truss web and/or chard members only, Additional temporary and permanent bracing 1. A M1Tek* Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fobrlcal storage, delivery, erection and brocing of trusses and truss systems, meANSVIPII III Cdl DSBA9 and SCSI Building ComporI 6904 Palle East Blvd. Sabry Informalbrpvolloble from Truss Plate InsfiMe, 218 N, Lee Street, Suite 312, Alexontlrlo, VA 22114, Tampa, FL 33610 Job • Truss Truss Type Ory Ply T15995159 1477518 BOB Roof Special 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.P u s Nov to zu d mil eK Industries, Inc, rn uan n 05:09:23 zeta rage i ID:cSZdj2C8txHARJ4gpwC75rycOd0-3HSFCXOkvy7d4UoEaOdIIV4ZISJGP9UfeWiPHz XEO 2a11 s z-z-s B06 131a] lase 2146 2833 a4no-e 2.2-5 6t0.t b10.1 510.1 18-0 all 63-13 a]d Scale=1:65.8 SKIT = 11 1N 4 STP= lY ST1.5xB STP = lnoezzs lane 1see 2t-ttc 21ae 2a33 3alo-e P1P0 892 0-a2 1-8-0 < 63-13 &]3 0.a13 LOADING (psf) SPACING- 2-0-0 CS]. DEFL in (loc) Well Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.28 15-16 >855 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.79 Ven(CT) -0.4415-16 >544 240 BCLL 0.0 Rep Stress Incr YES WB 1.00 Hom(CT) 0.02 10 n/a Na BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 211 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 *Except* TOP CHORD 6-8:2x4 SP No.t BOT CHORD BOT CHORD 2x4 SP No.2 WEBS WEBS 2x4 SP I REACTIONS. (lb/size) 10=472/0-7-10, 18=1199/0-7-10, 12=2186/0-10-13 Max Horz 18=216(LC 12) Max Uplift 10=-230(LC 13), 18=-276(LC 12), 12=-331(LC 12) Max Grav 10=570(LC 24), 18=1207(LC 23), 12=2186(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All fames 250 (Ib) or less except when shown. TOP CHORD 4-5= 905/649, 5-6=-184/422, 6-7=0/646, 7-9=-613/436, 9-10=-510/366 BOT CHORD 16-18=-539/884, 15-16=-299/526, 11-12=-299/463 WEBS 2-18=-447/383, 4-18_ 1039/609, 4-16=-314/289, 5-16=-186/546, 5-15=-837/518, 13-15= 373l771, 6.13=.366/762, 6-12=-1596/469, 7-12=-898/553, 7-11=0/256, 9-11=-244/362 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Row at micipt 5-15, 6-12, 7-12 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124fil TCDL=4.2psf; BCDL=3.Opsf; h=20ft; 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 farces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 3x4 MT20 unless otherwise indicated. 4) This truss has been designed fora 10.0 pelf 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-" wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 01=11b) 10=230, 18=276. 12=331. 7) This manufactured product is designed as an individual building component. The suitability and use of this component far any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. ,,S�P�\ G E M SFi�ti No 22839 "•FI1111114'- WaRer P. Rnn PE No22839 MITek USA. Ina FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: January 11,2019 Q WARNING. Vellfydeslgnparemefersand READNOTESONTH/SAND/NCLUDEDM?EKREFERANCEPAGENI74]9rev. 1lVD3¢015BEFOREUSE valid for use only with MTekO connectors. This design Is based only upon parameters shown, and Is for on individual building component, not MRDesign a truss system. Before use, the bullding designer must verify the apppllcabllity of design parameters and properly Incorporate thls design Into the overall bulldingdesign. Bracing Indicated Is to prevent buckling oflndI dual truer web and/or chord members only.Additional temporary and permanent bracing M!Tek' Is always required for stablllty 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 seeANSIyIPII Cuallly Critelli DS0419 and SCSI Bill Component 6904 Parke East Blvd. Sal Informations Noble from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexontlrio, VA 22314. Tampa, FL 33610 Job - Truss Truss Type Oly Ply T75995160 1477518 B09 Roof Special 6 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 05:09:25 2019 4x6 = ST1.5xe STP= 3x8 = 5x8 = 2x4 II Scale = 1:70.6 11 ,n 0 STP= I- 3x4 = 22M II 1nB-e Psa 16-11-7 19a8 1sB 27-1-12 30.t4] 1-148 ]3-1 ]-41 29-1 ]-Sri ]-412 43-13 Plate Offsets(XY)-- 13:0-3-OEdae] [8:0-0-OEdge] 19:Edge0-1-121110:Edge0-3-e1 f11:0-3-80-3-01114:0-2-80-241117:0-4-00-1-121 LOADING (psf) SPACING- 2-0-0 CBS. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.14 15 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.2816-17 >999 240 BCLL 0.0 ' Rep Stress [nor YES W B 0.98 Horz(CT) 0.08 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 2231le FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end.verticals. 6-8,8-9: 2x4 SP No.t BOT CHORD Rigid ceiling directly applied or 10-M oc bracing, Except: BOT CHORD 2x4 SP No.2 6-1-10 oc bracing: 11-13. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-13, 6-13, 7-13 REACTIONS. (lb/size) 19=2067/0-7-10, 10=1808/0-7-9 Max Horz 19=216(LC 12) Max Uplift 19=402(LC 12), 10=-330(LC 13) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 file) or less except when shown. TOP CHORD 24=-2549/1104, 4.5=-2480/1169,.5-6=-1999/1119, 6-7=-2094/1050, 7-9=-2632/1165, 9-10=-1734/824 BOTCHORD 13-14=-754/2077, 11-13=-922/2235 WEBS 2-19=-1937/1028, 2-17=-835/2060,4-17=-617/371, 14-16=0/252, 5-14=.233/584, 14-17=-949/2164, 5-13=-986/557, 6-13— 733/1344,7-13= 694/455, 9-11=-801/2026 NOTES- (6) 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=3.Ops1; h=20tt; Cat. II; Exp B; Encl., GCpi=0.10; MW FRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and fames & 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except at --lb) 19=402, 10=330. 6) This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI i as referenced by the building code. 4%4P\ .......... No 22839 O • � J fir SITE OF .�i,F •: O R .\ �p Walter P. Finn PE No.22839 MITek USA, Inc. FL Cott 6634 6904 Parke East Blvd. Tampa FL 33610 gate: _Innua— 11 2019 Q WARNING-Verlfyr/esfgn parametemand NEAONOTES ON WISANO/NCLUOEO MITEKNEFENANCEPAGEMX7473 rev. la=015SUONEUSE Design valid for use only with MRekg connectors. This design Is based only upon parameters shown, and Is for on Individual bullding component, not a hum system. Before use, the building designer must verity the appllcablllty of design parameters and papery incorporate this dodge Into the overall building design. Bracing Indicated is to prevent buckling of Individual hussweb and/or chord members only. Addltlonal temporary and permanent bracing k 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 hum systems seeANSVWI I Quality Criteria, DSB-89 and BCSI Building ComPonent Safety Infonnalbtnvallable from Truss Plate Institute, 218 N. Leo Sheet, Sure 312. Alexandda, VA 22314. ��- WOW 6904 Parka East Blvd. Tampa, FL 33610 Job • Tnss Truss Type Oly Ply T75995161 �1477518 B10 Half Hip 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 05:09:26 2019 5x6 = 4x6 = 6.00 F12 ST1.5x8 STP = 3.4 = 5x8 = 3x4 I I 3.6 II F1.11Do-8e ]bz I ]1i -10-7 1s143]0.H5 BA) 7 60. )-1os a3-13 Scale=1:65.1 Plate Offsets X -- 6:0-3-B 0-2-4 10:0-5-8 0-3-0 11:0-4-0 0-3-0 13:0-4-00-1-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (toe) Udell I PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.32 10-11 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.6010-11 >649 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.92 Horz(CT) 0.06 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matdx-SH Weight: 232 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 *Except* TOP CHORD 6-8: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except' BOT CHORD 5-12:2x4 SP No.3, 10-11: 2x4 SP No.1 WEBS WEBS 2x4 SP No.3'Except' 8-9: 2x4 SP No.2 REACTIONS. (lb/size) 9=1781/Mechanical, 15=2039/0-7-10 Max Horz 15=398(LC 12) Max Uplift 9=-420(LC 9), 15=-372(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2510/942, 3-5=-2370/1029, 5-6=-2271/1200, 6-7=-1339/654, 7-8=-1353/662, 8-9- 1719/865 BOT CHORD 13-15=-596/328, 5-11=-447/376, 10-11=-923/1715 WEBS 2-15=-1910/939,2-13=-677/1993,3-13=-567/394,11-13=-1254/2124, 6-11- 663/1108, 6-10=-556/398, 7-10=-822/472,8-10=-961/1961 Structural wood sheathing directly applied or 2-2-0 oc puffins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Row at midpt 8-9, 11-13, 6-10, 7-10, 8-10 NOTES- (8) 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=3.Opsf; h=20ft; Cat. II; Exp B; Encl., GCp1=0.18; MWFRS (envelope) and C-C Exlerior(2) zone; cantilever left and fight 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 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, 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 joint(s) except (t=lb) 9=420, 15=372. 8) This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. WARNING -Verily design parameters, and BEAD NOTES ON THIS AND INCLUDED MMEK NEFEBANCE PAGE MIP74M rev. IN0.Y1015BEF0RE USE. islgn valid for use only with MRekO connectors. This design Is based only upon parameters shown, and Is for an Individual bulltling component, not runs system. Before use, the building designer must verity the oppllcobilty, of design parameters and Proaedv Incorporate this deslan Into the overall %%``II1111111f//// .. No 22839 *; :*as TE .N% Waiter P. Finn PE No.22839 MiTek USA, Inc. FL Dart 6634 6904 Parke East Blvd. Tampa R. 33610 Date: January 11,2019 s and truss systems seeANSViffl Quo Gillette, DSB-69 and IICSI aulding Component 69M Parke East Blvd. Lee Street. Suite 312 Alexandria VA 22314. 1 Tampa, FL 33610 Job• Truss Truss Type Oty Ply T15995162 1477518 B11 Piggyback Base 7 1 Job Reference o Tonal Bwlders FirstSource, Plant City, FL 33566 6.2'2U S NOV 1 B'2UT B MI I ex Inc. Fri Jan I I ub:ue:2a 2u1 s ST1.5xB STP = 3x4 = 5x8 = 3x4 11 3x6 II 5.6 = 3x4 2x4 II = 6 7 B Scale =1:69.4 d I� 1-t0.2Q9-9-7 a0 2Ml16 167 782 i E2 I H 0313 Plate Offsets (X Y)— [6:0-3-00-2-01, TlO:0-0-00-3-41 [11:0-2-0 0-3-01 [13:OA-0 0-1-121 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.25 9-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.44 9-10 >887 240 BCLL 0.0 ' Rep Stress [nor YES W B 0.93 Horz(CT) 0.07 9 Na Na BCDL 10.0 Code FBC2017/rP12014 Matrix-SH Weight: 236 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except' 5-12: 2x4 SP No.3, 10-11,9-10: 2x4 SP No.1 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (lb/size) 9=1781/Mechanical, 15=2039/0-7-1D Max Horz 15=439(LC 12) Max Uplift 9-- 417(LC 9), 15=-373(LC 12) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2510/915,4-5=-2365/1007, 5-6=-2304/1211, 6-7=-1254/637, 8-9=-250/142 BOT CHORD 13-15=-660/350, 5-11=-531/431, 10-11=-821/1491, 9-10=-549/1062 WEBS 2-15=1910/924, 2-13=-653/1992, 4-13=-561/397, 11-13=-1297/2093, 6-11=-774/1210, 6-10=-575/443, 7-10=-353/874, 7-9=-1792/931 Structural wood sheathing directly applied or 2-2-0 oc puffins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Row at micipt 8-9, 11-13, 6-11, 6-10 2 Rows at 1/3 pis 7-9 NOTES- (7) 1) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; 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 & 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 fora 10.0 pelf bottom chord live load nonconcunent 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 3-64) tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= IO.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except (jt=lb) 9=417, 15=373. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. ,,? 6 E N SFi�'�'♦♦♦ �� V �••'•• ♦♦ No 22839 ' ♦� •ice 9 OF i %� 41`10NAL S911111111%,"C%% % Wafter P. Rnn PE NO22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East BMtl, Tampa R.33610 Date: January 11,2019 Q WARNING- Verity design parsmetemend READ NOTES ON THISAND INCLUDED MREKREFEBANCEPAGEMX7473rov. 1dW!?0f5BEFONE USE. Design valid for use only w1th Mnel,0 connectors. This design Is based only upon parameters shown. and Is for on Individual building component, not ��- a truss system. Before use, the butallnU designer must verify the opplloablllty of design parameters and properly Incorporate this design Into Me overall building design. Bracing lndlcated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' Is always required for stablllty and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fobrlcaflon, storage, delivery, erection and bracing of trusses and truss systems, seeANSUIPI I Qu'lBy Criteria. DS549 and IIRI Building Component 6904 Parke East Blvd. Safety NformatbArea from Truss Plate Institute, 218 N. Lee Sheet, Suite 312. reantlrlo. VA 22314. Tampa, FL 33610 Job+ Truss Truss Type any Ply T75995163 1477518 B12 Piggyback Base 2 1 Job Reference (optional) burloers rirsisource, ream a y, rL a4poo 2x4 11 5x6 = 3x4 = 2x4 11 Scale = 1:75.1 7 8 9 3xa — 17 ro 15 14 135x8 = 3x4 ST1.Sx8 STP= 6xe = 6xB = 2x4 II 3x4 = 3x6 11 2-2-5 1-lo-e 7-11-6 t&aa 14Se 27as66-1 3C10-1 � fnoe H s-e-1 I 5-e-1 � ss-1 1 I eaa I LOADING (psf) SPACING- 2-0-0 CSI. OEFL. in (loc) Vdefl L/d TCLL 30.0 Plate Grip DOL 1.25 TIC 0.89 Ve I(EL) -0.18 10-11 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.85 Veri -0.32 10-11 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.94 Horz(CT) 0.07 10 n1a irl BCDL 10.0 Code FBC2017/TP12014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP NO.2 *Except* 6-13: 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (lb/size) 10=1781/Mechanical, 17=2039/0-7-10 Max Horz 17=439(LC 12) Max Uplift 10=-417(LC 9), 17=-373(LC 12) FORCES. (Ib) -Max. CompJMax. Ten. -All tomes 250 (lb) or less except when shown. TOP CHORD 2-4=-2403/885, 4-5=-2250/894, 5-6=-2030/916, 6-7=-1947/1045, 7-8>7178/598, 9-10=-251/143 BOT CHORD 15-17=-589/267, 14-15=-1305/2047, 6-12=-321/276, 11-12=-820/1494, 10-11=-548/1068 WEBS 2-17=-1917/896,2-15= 734/2065,4-15=-349/201,12-14=-1136/1931,5-12=-293/243, 7-12=-694/1103,7-11=-642/451,8-11=-343/847, 8-10=-1800/927 PLATES GRIP MT20 244/190 Weight: 251 lb FT=20% Structural wood sheathing directly applied or 2-2-0 oc puriins, except end verticals. Rigid ceiling directly applied or 5-2-5 oc bracing. Except: 1 Row at midpt 6-12 1 Row at midpt 9-10, 7-12, 7-11 2 Rows at 1/3 pis 8-10 NOTES- (8) 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=3.Opsf; Irl 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 grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed fora 10.0 lost bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf 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 Qt=lb) 10=417,17=373. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. IIIIt11111I1jII No 22839 Walter P. Finn PE No22939 MITek USA, Ina FL Cert 6634 6904 Padre East Blvd. Tampa R. 33610 Data: January 11,2019 QWARNING-Ved/ydeslgnpmamefemend READ NOTES ON TN/SAND/NCLUBEBMREKREFERANCEPAGEMI474"mv. laM1lLR015BEFORE USE Design valid for use only with MnekO 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 appllcoblllN of design parameters and properly Incorporate this design Into the overall bulltling tleslgn. 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 stabllity, and to prevent collapse with possible personal Injury and property damage, For general guldonce regarding the fabrication, storage, delivery, erection and bracing of busses and truss systems, seeANSWI I QuaiXXyy Cdbda, DSB-59 and IC51 Building Component 6904 Parke East Blvd. Safety Informationa Noble from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexontlrla. VA 22314. Tampa, FL 33610 Job • Truss Truss Type Cry Ply T15995164 1477518 B13 Roof Special 1 1 Job Reference (optional) Builders FirsdSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Fn Jan 11 05:09:30 2019 Scale = 1:77.0 2xa II 5%6 = 4x6 i 4ka = 2x4 II 10 19 Its 17 16 15 19 — °"o ST1.5xB STP= 6x8 = 6%B = 2%4 3x4 = 251 11 1-168 )go-2 1ss15 19-o-12 14a a z741 3410-7 H r t-10.9 S]93 I Sidi S]-13 2 I ).too ]6£ 0313 Plate Offsets (X Y)-- 16:04-0,0-2-81. T13:0-5-8,0-3-01,117:0-3-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdet i PLATES GRIP TOLL 30.0 Plate Grip DOL 1.25 TO 0.94 Vert(LL) -0.23 12-13 >999 360 MT20 2441190 TOOL 15.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.4612-13 >856 240 BOLL 0.0 ' Rep Stress [nor YES WB 0.79 Horz(CT) 0.07 11 File File BCDL 10.0 Code FBC2017/fP]2014 Matrix-SH Weight: 2381la FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins, 6-9: 2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 6-12, 7-12, 9-12 10-11: 2x4 SP No.2 2 Rows at 113 pts 10-11 REACTIONS. (lb/size) 11=1786/Mechanical, 19=2043/0-7-10 Max Harz 19=433(LC 12) Max Uplift 11=496(LC 12), 19=416(LC 12) FORCES. (lb) -Max. Comp/Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2401/878, 4-5=-2269/894,5-6=-2080/930, 6-7=-1293/584,7-8=-1292/585, 8-9=-1336/655, 9-11=-1724/886 BOT CHORD 17-19=576/260, 16-17— 1291/2046, 12-13— 958/1744 WEBS 2-19=-1920/892, 2-17=-733/2073,4-17=-364/204, 5-16=-258/187, 6-13=404/817, 6-12=649/457, 7-12=-806/458,9-12= 956/1928,13-16— 1146/1970 NOTES- (8) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exter ior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gripDOL=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, with BCDL= 10.Opsf. 5) Refer to girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jt=lb) 11=496,19=416. 7) Graphical purlin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. No 22839 • iw � Water P. Finn PE No.22839 MITek USA, Inc. R. Cart 6634 6904 Padre East Blvd. Tampa FL 33610 Date: January 11,2019 OWARNING-Verifydeslgnparemele7sand READNOTESON THISAND INCLUDED MREKREFERANCE PAGEMII-)4)3 rev. 1041XM015BEFOREUSE. Design valid for use only with V falvs connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �'' a truss system. Before use, the trullu ing designer must verity the applicability of design parameters and properly Incorporate this design into Me overall butting design, Bracing indicated is to prevent buckling of individual truss web and/or Chord members only, Additional temporary and permanent bracing MiTek' Is always mqulretl 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, sseANSVIPI I QuaTIXy CMedp, DS8419 and SCSI Building Component Safety Infonnaponovollable from Truss Plate Institute, 218 K Lee Street Suite 312, Alaxntlrlo. aVA 22314, 69N Page East Blvd. Tampa, FL 33610 Job-- Tnus Truss Type Oty Ply T75995165 1477518 B14 Roof Special 1 1 Job Reference (colonel) eu iaers virstbource, rlant uty, rL Udbab OlZvsllVV I04u10M11Gn 3'. � 3x 5.6 = 14 4 — 21 20 19 18 22 17 Sere = 6xe STt.5x8 STP= 5x8 = 2x4 II 3x4 II 3x4 = 3x6 2-2-5 1-10.e e5-6 11-10.8 H 14-&a12 17.24� 247Ei SL10-7 sea f0.-12 4x6 i 2x4 = 2x4 u 12 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (lac) Udell Ud TCLL 30.0 Plate Gnp DOL 1.25 TC 0.92 Vell -0.32 13-14 >999 360 TCOL 15.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.5513-14 >704 240 BCLL 0.0 ' Rep Stress Incr YES W B 0.99 HOrz(CT) 0.08 13 n/a n/a BCDL 10.0 Code FBC2017/iP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP N0.2 *Except* 6-8: 2x4 SP No.1 BOT CHORD 2x4 SP No.2'Except' 15-17: 2x4 SP No.3, 14-16,13-14: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 13=1781/Mechanical,21=2039/0-7-10 Max Horz 21=433(LC 12) Max Uplift 13=-497(LC 12), 21=-417(LC 12) Scale =1:80.5 ]g PLATES GRIP MT20 244/190 Weight: 241 lb FT=20/ BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 12-13, 6-14, 9-13 FORCES. (Ib) -Max. CompJMax. Ten. - All forces 250 (lb) Or less except when shown. TOP CHORD 2-4=-2446/894, 4-5=-2619/1086, 5-6=-2529/1233, 6-7— 1724f737, 7-9=-1723/738 BOTCHORD 19-21=-592/283, 15-16— 1014/2027, 14-15=1086/1944, 13-14=-499/999 WEBS 2-21=-1908/898, 2-19=720/2063, 4-19=-738/443, 4-16=-58/261, 16-18=0/304, 5-16=-368/315,16-19=-1240/2093,6-16=-561/1017, 7-14=-659/380, 6-14— 327/317, 9-13=-1788/906,9-14=-650/1312 NOTES- (0) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opst thi Cat. II; Exp B; Encl.. GCpl=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 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcunent 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 36-0 tall by 2-" wide will fit between the bottom chord and any other members, with BCDL= 10.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except at=lb) 13=497, 21=417. 7) Graphical puriin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. E N SFi�V le % F' i No 22839 I� TO=� PTE OF O��s < O R \ Waiter P. Flo PE No22639 MiTek USA, Inc. R. Dart 6634 6904 Padre East Blvd. Tampa R. 33610 Date: January 11,2019 QWARNING-Verily design parametersend HEAD NOTES ON MIS AND INCLUDED MREK REFERANCE PAGEMIF747a rev. 1004¢a15 BEFORE USE. valid for use only wBh Mfielrb connectors. This design Is based only upon parameters shown. and Is for an Individual building component, not Nil' a truss system. Before use, the building designer must verify the applicability 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 Mffek' Is always required for stability and to prevent collapse with possible personal Injury and property da�aymyage. For general guldance regarding the DSB419 and BCSI Buldbp Component Suite Nexa�a, Tani Safety International from Truss Plate Institute, 218 N. Lee Sheet, 312, VA 22314.�g� FIL 33610Ivd. ab- Truss Truss Type City Ply T15995166 1477518 B15 Root Special 1 1 Job Reference (optional) Builders FlrstSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 05:09:33 2019 a �y ST1.Sx8 STP = 6sB = 2x4 11 2x4 3x6 II z-2-5 1-lee a-e-n 151-12 t]2-9 zt-&1d zeAtA2 3416) 1 t-ter-e H Getz 1 se42 1 z41z l 4-P6 l T-tn4 smn 63-1'r Scale = 1:70.6 Plate Offsets X Y -- 5:0-6-0 0-2-8 14:0-5-8 0-3-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well IJd PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.15 12-13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.2812-13 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(CT) 0.10 9 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 231 Ib FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP NO.2 *Except* BOT CHORD Rigid ceiling directly applied or SA-0 oc bracing. 13-15: 2x4 SP No.3 WEBS 1 Raw at inept 8-9, 14-18. 6-10. 7-9 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 9=1781/Mechanical, 19=2039/0-7-10 Max Herz 19=433(LC 12) Max Uplift 9=-497(LC 12), 19=-417(LC 12) FORCES. (I e) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-4=-2464/893, 4-5=-2552/1055, 5-6— 2225/945, 6-7=-1369/458 BOT CHORD 18-19=597/288, 13-14=-1146/2085, 12-13=-1219/2170, 10-12= 1130/2225. 9-10=-634/1347 WEBS 2-19=-1912/896, 2-18=-711/2065, 4-18_ 687/433, 5-14=-240/590, 14-18— 1231/2022, 6.12=59/257, 6-10=-1164/662, 7-10=-399/979, 7-9=2008/941 NOTES- (8) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; Exp B; Encl., zone; left and fight elposed ;C-C for members and fames & MWFRS ctionn 60L=d. eacn; Lcantilever for rs w0 plate grip Lumber D1DO=1 60 2) Provide drainage ,%% R P. adequate to prevent water pending. 3) All 3x4 MT20 Indicated. •� C E N.g' plates are unless otherwise ,�� V F ••, 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£-0 tall by 2-0-0 wide : No 22839 •• 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 atjoint(s) except (jt=1b) 9=497, 19=417. -0 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any i •, OF ••41Z particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 000.. p "Of p �ONA11 % 1 Walter P. Ron PE No.22839 MITek USA, Inc. FL Cart 6634 6904 Pirko Fast Blvd, Tampa R.33610 Data: January 11,2019 O WARNING -Verity des/gn parameters end BEAD NOTES ON THIS AND INCLUDED M/TEKBEFERANCE PAGE 111II-7479 rev. 1a 015 BEFORE USE Design valld for use only with MBekG connectors. This design Is based only upon parameters shown, and Is for an Inc Mdual bulltling component, not ��• a truss system. Before use, the bulid Ing designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building tleslgn. Bracing indicated is to prevent buckling of Individual Wass web and/or chord members only, Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage, For general guidance regarding the fabrication, storage, delNery. erection and bracing of trusses and truss systems seeANSWII CuollMy Criteria, DS549 and IICSI Building Component Safety InformalblRvollable from Truss Rate Institute. 218 N. Lee Sheet, Suite 312, Maxontlrio. VA 22314. 69N Parke East Blvd. Tampa, FL 33610 ob• Truss Truss Type f City Ply T159951fi7 1477518 B16 Roof Special 1 1 Job Reference o tional Builders FirstSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 05:09:34 2019 ST1.5xB STP= 5x8 = 2x4 II 2x4 II 3.6 II = 1:61.5 If Plate Offsets (X Y)-- [1:0-0-0,0-0-13] I4:0-6-00-2-8] t7:0-0-13,0-1-81 (13:0-5-8,0-3-01, TI6:0-2-12,0-2-01 LOADING (pert) SPACING- 2-0-0 CSI. DEFL. in (too) Vdetl L/tl PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.15 10-12 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.31 10-12 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.89 Hors(CT) 0.12 8 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 224 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP NoA 'Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-4: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-0-10 oc bracing. BOT CHORD 2x4 SP No.2 *Except* WEBS 1 Row at midpt 7-8, 5-9 12-14: 2x4 SP No.3 2 Rows at 1/3 pts 6-8 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 8=1781/Mechanical, 18=203910-7-10 Max Horz 18=433(LC 12) Max Uplift 8= 497(LC 12), 18=-417(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -A[] forces 250 (lb) or less except when shown. TOP CHORD 2-3=2383/861, 3-4= 2754/1148, 4-5=-2708/1109, 5-6=-2013/684, 7-8=-323/262 BOT CHORD 16-18=-563/247, 12-13=-1275/2242,10-12=-1358/2376,9-10=-1359/2707, 8-9=-925/1993 WEBS 2-18=-1920/879, 2-16=-737/2081, 3-16=-829/492, 3-13=-116/357,4-13=-203/431, 13-16=-1216/1928,4-10=-118/418, 5-9=-901/551, 6-9=-296f727, 6-8=-2409/1114 NOTES- (8) 1) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. 11; Exp B; Encl., (envelope)and.C- 2) zon;cantilever left and right exposed ;C-C for members and forces & MWFRS WFRSshown; GCpi=0.for ion;e Lumber plate grip ,`��JER P. 2) Provide adequate drainage to prevent water pending. %% `pL• � •�6 E N S'•. �L 3) All plates are 3x4 MT20 unless otherwise indicated. ,�� V o� F ••. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. �� V �� 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 36-0 tall by 2-M wide + N O 22839 i •� will fit between the bottom chord and any other members, with BCDL= 10.Opsf. * �• 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 8=497, 18=417. Z 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any i •• S particular building Is the responsibility of the building designer per ANSITPI 1 as referenced by the building code. Walter P. SIR PE No.22839 Mffek USA, Inc. R. Carl 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: January 11,2019 Q WARNING -Vedtydes/gnperemeteraend READ NOTES ON TNISAND/NCLUDED M/FEKREFERANCEPAGEMIM23m.. IWWOIS BEFORE USE. Design valid for use only with MTea 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 verify Me applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual huss web and/or chord members only.. Additional temporary and permanent bracing MiTek- Isalwaysrequlredforsfablllty and to prevent collapse with possible personal injury and property damage. For general guldonce regarding the Qua] Criteria, OSS49 and BCSI aultlNp Component erection end te, of trusses and hum Suit exo�ol, Blvd. Safety Informortiono allllable from Truss Plate IInstltu, 218 N. Lee Sheet. 312, Alsternsi VA Tampa, FL 33610 Job' Truss Truss Type City Ply T15995168 1477518 B17G Roof Special Girder 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 B.22U S NOV la zuib MI Tex Inaustnes, Inc. Fn Jan 11 Ua'.Ua:J1 ZUta 6.00 F12 7,10 i 3 5xB 4 2 3" = 25 ST1.5xB STP = 3x4 II 2-2-5 24 23 7x10 = 7.10 II 6xB i 3x4 - 9 4 BxB = Sx6 = Bz10 nT� 5 fi 7 nrrsi 6x8 =17 16 15 22 20 19 9x14 MT20HS WB = 6x8 = 5xB = 2x4 II 6xB = 7x10 = HHUS26-2 Special 6xB= 2x411 Scale =1:75.7 10 11 26 2714 28 2913 12 30 LUS24 10x12 = Bx14 MT20HS = LUS24 LUS24 6X8 = LUS24 LUS24 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL 30.0 Plate Grip DOL 1.25 TC 0.72 Vail(CL) -0.47 19 >834 360 TCDL 15.0 Lumber DOL 1.25 SC 0.95 Vert(CT) .0.90 19 >431 240 BCLL 0.0 ' Rep Stress Incr NO W B 0.99 Horz(CT) 0.23 12 We n/a BCDL 10.0 Code FBC2017rTP12014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD 8-10,10-11,1-3: 2x4 SP No.2 BOT CHORD 2x6 SP M 26'Except* BOT CHORD 1-24: 2x4 SP No.2, 18-19:2x4 SP No.3, 19-24:2x4 SP No.1 WEBS WEBS 2x4 SP No.3'Except" 11-12: 2x6 SP No.2, 2-23,8-15,8-14:2x4 SP No.2 4-21.9-14,10-13: 2x4 SP No.1, 9-13,10-12: 2x4 SP M 31 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 12=5532/Mechanical, 25=3341/0-7-10 Max Horz 25=392(LC 8) Max Uplift 12= 1538(LC 8), 25= 751(LC 8) FORCES. (Ib) - Max. Comp:/Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4326/981, 3A--4683/1112, 4-5= 7003/1728, 5-6= 6202/1520, 6-7=-8768/2115, 7-8=9440/2230, 8-9=-4835/1142, 9-10=-1339/312 BOT CHORD 23-25=-385/97, 22-23=-1166/3813, 20-22=-589/2215, 18-21=-1667/6508, 17-18= 2275/8768,15-17=-2387/9424,14-15=-2187/8588,13-14=1139/4283, 12-13=-331/1207 WEBS 2-25=-3191/767, 2-23=-795/3835, 3-23=-853/235, 3-22=-228/441, 4-22=-1524/415, 21-22=-722/2377,20-21=-1208/3B4,5-21=-30441779,4-21=-1586/6445,6-21=-34321804, 7-17=-1309/771,6-17=-347/1692,B-15=-662/2792,8-14=-6470/1575, 9-14=-1534/6156, 9-13=-5906/1552,10-13=-1388/5155,10-12=-4942/1356,7-15= 744/811, 18-20= 698/2598 ]v PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 30716 FT=20% Structural wood sheathing directly applied or 1-11-11 oc pudins, except end verticals. Rigid ceiling directly applied or5-10-6 oc bracing. 1 Row at midpt 11-12. 4-22, 6-21. 9-13, 10-13. 10-12 2 Rows at 1/3 PIS 5-20, 8-14 NOTES- (14) 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=3.Opst h=20ft; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (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 MT20 plates 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 bOROm'ahord and any other members. 1 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) 12=1538,25=751. 9) Use Simpson Strong -Tie HHUS26-2 (14-1 Od Girder, 6-1 Od Truss, Single Ply Girder) or equivalent at 23-5-0from the left end to connect truss(es) to front face of bottom chord. E N SFi�'L No 22839 �'LI : : n- Walter P. Finn PE No22839 MiTek USA, Inc. FL Cart 6634 fi904 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 A WARNING- Visdrydeslgnperemetersend READ NOTES ON M4AND/NCLUDEDMREKREFERANCEPAGEMI474M.re.. faN3,2015BEFOREUSE Design valid for use only with MpekO 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 oppllcabllity of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chard members only.. Additional temporary and permanent bracing Is always required for stability end to prevent collapse with possible personal Injury and property damage, For general guidance regarding the fobricotion, storage, delivery, erection antl bracing of trusses and truss systems. seeANSVa`I I CuiryyCriteria, DSB89 and SCSI Building Component Safety Infalmotlonavallable from Truss Plate Institute, 218 K Lee Street, Suite 312, Alexandria, VA 22814. �'- M!Tek' 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Oty Ply T75995168 �1477518 B17G Root Special Girder 1 1 � Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 G Nov 16 201 o MI I ek Industries, Inc. Tn dap 11 wmaar 2019 rage c ID:cSZdj2C8txHARJ4gpwC75ryc9d0-fzlY8JZWcFuelUnU2 W gwKF4W Y)crMgYtgvRvTmXEC NOTES- (14) 10) Use Simpson Strong -Tie LUS24 (4-1DO Girder, 2-1 Od Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 26-1-2 from the left end to 34-1-2 to connect truss(es) to front face of bottom chord. 11) RII all nail holes where hanger is in contact with lumber. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 606 to down and 1181b up at 23-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 14) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4= 90, 4.5=.90, 5-8=-90, 8-10110-11=90, 1-19=-20, 12-18= 20 Concentrated Loads (lb) Vert: 15= 2987(F) 26=-388(F) 27=-417(F) 28=-417(F) 29=-422(F) 30=426(F) AWARNING-Ver/tydesignpnrametemandRMDNOTES ON TNISANOWCLUOEOMREKREFERANCEPAGEMX74mmre Idtal f56EFORE USE Design volid for use only with WOO connectors. fits design Is based only upon parameters shown, antl Is for an Individual bulltling component not a truss system. Before use, the bulltling designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to buckling of lndlviducl truss web and/or chord members only.. Addlllonol temporary and permanent bracing MITek' prevent Is always required for a ctolllN and to prevent collapse with possible personal Injury and property damage. For general guldance regarding the fabrication, storage, delivery, ere lfon and brooing of home and huss systems, seeAN601P11 Quality CMorks, DSB49 and BCSI Building Component kmorrnolbrcavolioble from Muss Plate Institute. 218 N. Lee Street. Suite 31Z Alerandrlm VA 22 14. 6904 Perke East Blvd.Sofrrh Tampa, FL 33610 ob• Truss Truss Type Oty Ply T75995169 1477518 B18 Roof Special 1 1 Jab Reference(optional) Builders FirstSource, Plant City, FL 33566 B.ZZU S NOV 15 2018 MI I ex mausmes, Inc. rn dan n uo:uawo 20I S rage r ID:cSZdj2C8txHARJ4gpwC75rycOdO-7AswLfZ8NYOVNeMhcDB9sTdiELAyHIhi6Ut_Rw XEB 5-s-tz 12 0-o 1s-4-0 21-a-ts_ 5-6-12 5-3-4 4-6-0 fi-045 4x6 = 3x4 ST1.5x8 STP= 3.8 = 2x4 II Site = Scale =1:44.9 Plate Offsets (X Y)-- 15:0-1-12 Edgel LOADING (psQ SPACING- 2-0-0 CSI. DEFL, in floc) Well Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.31 8-9 >812 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.64 8-9 >397 240 BCLL 0.0 ' Rep Stress [nor YES WB 0.57 Horz(CT) 0.06 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 119 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-8 cc pur ins, BOT CHORD 2x4 SP No.2 *Except* except end verticals. 4-7: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 cc bracing. WEBS 2x4 SP No.3 WEBS 1Row at midpt 2-9 REACTIONS. (lb/size) 5=1166/Mechanical, 9=1166/0-7-10 Max Hors 9-89(LC 9) Max Uplift 5=-225(LC 13), 9= 225(LC 12) FORCES. fib) -Max. Comp./Max. Ten. -All forces 250 fib) or less except when shown. TOP CHORD 1-2= 292/140, 2-3=-1231/641, 3-4=-2055/1119, 4-5=-2134/957, 1-9=-298/185 BOT CHORD 8-9= 566/1235, 4-6=-524/403, 5-6=-757/1816 WEBS 2-8=357/324, 6-8=-277/1000, 3-6=-646/1182, 2-9=-1307/638 NOTES- (7) 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=3.Opsf; h=20h; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and tomes & MWFRS for reactions shown; Lumber DOL=1.60 O ���� 3) This trussplate has been designed for 10.0 psf bottom live load nonconcunent with any other live loads. ,��`�EFi'(?,� 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-M wide �% ``P� . V ��G E IV will fit between the bottom chord and any other members. ��% V F•�'• �i 5) Refer to girder(s) for truss to truss connections. %� 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joints) except (jt=lb) : N O 22839 5=225, 9=225. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. • se ir :9 4(/�` Waiter P. Finn PE No.22839 MITek USA, Inc. FL Cart 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: i January 11,2019 Q WARNING - Verily design psramehes and READ NOTES ON THIS AND INCLUDEDMIT£K REFERANCE PAGE UX7473 rev. JGa1/Ip15 BEFORE USE. Design valid for use only with MSekS connectors. This design Is based only upon parameters shown, and Is for on IndlvIdual building component, not ��- a truss system. Before use, the bulltling designer must verify the appllcablllty, of design parameters and properly Incorporate this design Into Me overall bulltling design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeMiSI/IPII Quailly Cdbdn, US&89 and BCSI Building Component MOW 69M Palle East Bind. Safety Infoon tionsvollable from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexondda, VA 22314. Tampa. FL 33610 'Job- Truss Truss Type Oty Ply T15995170 1477518 B19 Root Special 1 1 Job Reference o tional 11,6Idu,n FRIF;rq„r Planl r.Av FI 33566 8.220 s Nov 162018 MiTek Industries. Inc. Fri Jan 11 05:09:392019 Pape 1 ID:cSZd12CBtxHARJ4gpwC15rycOd0-bMOIZ7am7s8M7oxtA)dOPgkllZZ01wrL80Y MmXEA 5-6-12 10-10-0 15-0-8 19.3.0 21-4-15 5-6-72 &&4 42-8 4-2-8 2-1-15 6x8 = 3x4 N 6 1 Scale =1:44.9 ST1.5xB STP = 6x8 = 3x4 II 6x8 = 10-10-0 75-PB 19-&0 21-4-15 10-10-0 I 4.2.8 42-8 215 Plate Offsets (X Y)— f5:0-1N2 Edger f6:0-6-12 0-3-01 LOADING (pso SPACING- 2-M CSI. DEFL. in (too) Vdell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.28 8-9 >924 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.56 8-9 >452 240 BCLL 0.0 ' Rep Stress [nor YES WB 0.57 Horz(CT) 0.04 5 Na n/a BCDL 10.0 Code FBC2017/TP12014 Matffx-SH Weight: 1261b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 3-5: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 8-9:2x4 SP No.1 WEBS WEBS 2x4 SP No.3 REACTIONS. (lb/size) 5=1166/Mechanical, 9=1166/0-7-10 Max Harz 9=89(LC 9) Max Uplift 5=-225(LC 13). 9=-225(LC 12) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-301/149,2-3=-1235/642,3-4=-271 all 538,4-5=-2509/1195,1-9=-SOB/194 BOT CHORD 8-9=-559/1226, 7-8=-152/325, 4-B=-727/590, 5-6=-1090/2286 WEBS 2-8=-348/300, 3-8=-79/391, 6-8=-165/691, 3-6= 984/1487, 2-9=1290/622 Structural wood sheathing directly applied or 2-2-0 oc puffins, except end verticals. Rigid ceiling directly applied or 5-6-0 oc bracing. 1 Row at midpt 3-6, 2-9 NOTES- (7) 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--3.Opsf; h=20f : Cat. II; Ellie B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extemor(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) This truss has been designed fora 10.0 psf bottom chord live load nonconcument with any other live loads. 4) ' This truss has been designed for a live load of 20.0ps1 on the bottom chord in 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) except Ut=lb) 5=225, 9=225. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. No 22839 A F :4u Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: January 11,2019 QWARNING- yedlydeslgnparamefereand READNO7ES ON TN/S AND MCLUDEDMREKREF£NANCE PAGE M0.24"rev. 101113,20156EFONE USE Design valid for use only with Mnek® connectors. This tleslgn Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the bulltling designer must verify the applicability of tleslgn parameters antl properly Incorporate this design Into the overall bulltlingtleslgn. Bracing Indicated B to prevent buckling of Individual huss web and/or chord members only. Additional temporary antl permanent bracing' B always reaulred for stability and to prevent collapse with possbls and e personal injury and property damage. For general guidance regarding the Safety lnlonnalkenavallable from Truss Plate Institute, 218N Leeseet,�e 312, A1aNa aVQA2214M0�05a-09 and lC61BW4Fp Campononl "9041'ast Temps. FIL 33610Ntl. Job, Truss Truss Type Orly Ply T15995171 1477518 C01G Roof Special Girder 1 1 Job Reference (optional) Rielderc Fbet6aurca_ Plam City. FL 93566 8.220 s Nov 162018 MiTek Industries. Inc. Fri Jan 11 05:09:41 2019 Pace 1 ID:cSZdj2C8ixHARJ4gpwC75rycOd0-XIY3 hcOfTO4E64GHMksU5F8TYF5Uo48oRtf2EmXE6 22--22--55 47-90.-101 I --0 22-10.1253 29-11 2-2-1450 200.0 -50 Special 4x6 = Scale-1:43.3 Special Special Special Sx6 = 15 4 ST1.5xS STP= 4x12 = am = special 5x8 = Luazn r.ubz4 3x6 = STI.SxS STP= 2x4 II Special LUS24 Special 2x411 Special LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (]cc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.16 10-11 >999 360 MT20 244/190 TCDL 15.0 LumberDOL 1.25 BC 0.73 Vert(CT) -0.2910-11 >857 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.72 HoR(CT) 0.03 9 n/a n/a BCDL 10.0 Code FBC20171-rP12014 Matdx-SH Weight: 128 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 -Except- TOP CHORD Structural wood sheathing directly applied or 2-6-7 oc purling. 5-6: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 5-6-15 oc bracing. BOT CHORD 2x4 SP No.2 *Except* 8-12: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. gb/size) 14=1769/0-7-10, 9=1590/0-7-10 Max Hors 14=-60(LC 4) Max Uplift 14=-754(LC 8), 9=-760(LC 9) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1924/1003, 3-4=-1635/924, 4-5=-3449/1761, 5-6=-2942/1504, 6-7— 1505/837, 7-8=-54/255 BOT CHORD 11-13=-1091/2191, 10-11=-67SM287 WEBS 2-14=-1664/786, 2-13— 860/1708, 3-13=-106/284, 4-13=-766/348, 4-11=-811/1703, 5-11=-1924/928, 6-11= 798/1791,6-10=-527/195, 7-10=-807/1621,7-9— 1593/773 NOTES- (12) 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=3.Opsf; h=20ft; 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) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) except 01=11b) 14=754,9=760. 7) Use Simpson Strong -Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent at 9-0-12 from the left end to connect truss(es) to front face oft bottom chord. 8) Use Simpson Strong -Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent spaced at 1-5-0 cc max. starting at 16-7-4 from the left end to 18-0-4 to connect trusses) to front face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 248 lb down and 2221b up at 7-0-0, 80lb down and 106 lb up at 9-0-12, 80lb down and 106 Ib up at 9-4-4, 248 lb down and 222 Ito up at 11-5-0, and 93 lb down and 71 lb up at 18-0-4, and 102 lb down and 153 lb up at 20-1-0 on top chord, and 114 Ib down and 129 Ib up at 7-0-0, 40 lb down and 19 to up at 9-4-4, and 114 lb down and 1291b up at 11-", and 74 lb down and 269 lb up at 20-0-4 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). 12) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. %,,,S�P�� G E N S c/N7Y �� �•••• y No 22839 1 i � : • oM.frr�CL1 : br! Walter P. Finn PE No.22839 Mli USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 LUAU UAb9tbjFZST&10arU O WARNING- Verllydesf9npsremelersend READNOTES ONTNISANO/NMUDEDU/ KRE££RANGEPAGEM674nmx 1003,2015BEPOREUSE Design valid for use only with Mlrek® connectors. this design Is based only upon parameters shown, and 9 for on Individual building component, not a huss system. Before use, the 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 indNidual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of husses and truss systems, saeANSIf1Pll Qua' ry CMala, USB49 arid SCSI Building Component Safety Informafbnovalloble from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. ��- MiTek' 6904 Parke East Blvd. Tampa, FL 33610 IJoIs' Truss Truss Type Oty Ply T75995171 1477518 C01G Roof Special Girder 1 1 Jab Reference (optional) Ruildem Flrct9nvrra PIaM NW. FL 33566 8.220 s Nov 162018 MiTek Industries, Inc. Fd Jan 11 05:09:41 2019 Page 2 ID:cSZdj2CelxHARJ4gpwC?SrycOdO-XIY3_hc0fTO4E64GHMksU5F8TYFSUc48oRl@Ez XEB LOAD CASE(5) Standard 1) Dead +Roaf Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3_ 90, 3-4=-90, 4-5=-90, 5-6=-90, 6-8=-90, 1-8= 20 Concentrated Loads (lb) Vert: 3— 178(F)4=-178(F) 6=36(F)12=-31(F) 13=16(F) 10=119(F) 15=-160(F) 16= 33(F) 17=16(F) 18=-189(F) 19=-18(F) Q WARNNG-VedlydeslgnparameferaenCREADNOTES ON TNISAND&CLUDEDMREKREFERANCEPAGEMX7413rev. 14M1015DEFORE USE Design valid far use only with Mfiek9 connectors. fits design Is based only upon parameters shown antl Is for an Indidual building component, not a truss system. Before use, the bulltling designer must verify the appllcabllity of design parameters antl properly Incorporate this design Into the overall "904i bulltling design. Bracing Indicated is to prevent buckling of lndMdual truss web and/or chord members only. Additional temporary and permanent bracingk' b always reru quketl for stability antl l0 prevent collapse wiM possible personal lniury and property damage. for general guidance regardingthe Safety lnformalbrpvollable from Truss Plate Innstitugte. 2 8 N. tee Street, Suit 312 AIµ �oI OA 22314 rM�r1o, OSed9 and SC51 lu1tlYrp Component Tempe. FLe 3361 O Md Jab' Thus Type Oly Ply T15995172 Tws, 1477518 Roof Special 1 1 Job Reference (optional) Ruildars FimlSrnnne_ plats City. FL 33506 8.220 s Nov 16 2018 MiTek Industries. Inc. Fri Jan 11 05:09:42 2019 Pace I ID:cSZdj2CBbrHARJ4gpwC?5rycOd0-?x6RBlcfOnWmFfSrdG5lJnLgycFD7OH15dCahzwXE7 9 50 z-zs saa s� n-so tat-o zz-fo-11 zs11 zz-s aa11 o- a 2-0-0e�so as-11 z-z-5 a2-e Scale = 1:44.1 46 = ST1.5xB STP = SX8 = 4S9 5.8 = ST1.S.8 STP = 20 II 20 II LOADING (psl) TCLL 30.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/rP12014 CSI. TC 0.83 BC 0.70 WB 0.48 Matrix-SH DEFL. in (roc) /deft Ud Ven(LL) -0.12 9-11 >999 360 Vert(CT) -0.27 9-11 >909 240 HondCT) 0.02 8 n1a Na PLATES GRIP MT20 244/190 Weight: 127 lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. 4-5: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 12=1380/0-7-10, 8=1380/0-7-10 Max Ho¢ 12=-78(LC 8) Max Uplift 12=-256(LC 12), 8=-306(LC 13) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1387/569, 3-4=-1270/626, 4-5=-1149/562, 5-6=-1378/555 BOTCHORD 9-11=-516/1529 WEBS 2-12>12957748, 2-11=-313/973, 3-11=-270/747,4-11=-854/441,4-9=.43B/222, 6-9=-479/1247„6-8— 1306/691 NOTES- (7) 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=3.Opsf; h=20ft; Cat. II; Exp B; Encl., GC ii=0.18; WFRSLumber e) and 2) zone; left and right exposed ;C-C for members and forces 8 MW FRSfor d C- ER 1 plate grip ;cantilever P 3) Provide adequate drainage to prevent water pending. This ,`�`O� '�C E,N ti 1� 4) truss has been designed for a 10.0 psf bottom chord live load nonconcumant with any other live loads. ' ,�� V . S'•• V F •'. 5) This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-fi-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. � NO 22839 •�. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001to uplift at joint(s) except Qt=1b)�• 12=256,8=306. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any - '• particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. -0 OF Waiter P. Rnn PE No22839 MRek USA. In. FL Geri 6634 6904 Parke Fast Blvd. Tampa FL $3610 Date: January 11,2019 ,& WARNING- Ve1/1ydIslgnpe2meferseadREAONOTES ON WISANO INCLUDED MNEKREF£NANCEPAGEM674"3 ,ldA'tR015GEFONE USE Design void for use only with M7ekO connectors. This deagn Is based only upon parameters shown, and Is for an Individual bulltling component, not ��' o truss system. Before use, the building designer must verify the appllcablllty, of design parameters and properly Incorporate this design Into the overall bulltling design. Bracing lndlcoted is to prevent buckling of Individual truss web and/or chord members only.. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage, For general guidance regarding the and rfof trusses. Safrylnfmmatbmvallabldeliveefrom VA22314MaM'D411-09 and SCSI building Component East Blvd Truss Plate lInslituction fe.21We Shee. ue312, Mexcntla VII Tampa, FLe 33610 ab Truss Truss Type Oily Ply T75995173 1477618 CO3 Hip 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 6.z U S NOV 1 e zeta MI I ex mauslnes, Inc. Fn aan 1105:09:4320 re 5x6 = 5xe 11 ST1.Sx8 STP = 46 = °S'r Sx8 = ST1.5x8 STP = 2x4 11 2x4 II Scale = 1:42.5 LOADING (ps1) TCLL 30.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC20171TPI2014 CSI. TC 0.84 BC 0.48 WB 0.39 Matrix-SH DEFL. in (too) Well Lrd Vert(L-) -0.04 8-10 >999 360 Vert(CT) -0.11 8-10 >999 240 Horz(CT) 0.02 7 n/a n/a PLATES GRIP MT20 2441190 Weight: 1261b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. 3-4: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at micipt 3-8 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 11=1380/0-7-10,7=1380/0-7-10 Max Hom 11= 76(LC 8) Max Uplift 11=-254(LC 12), 7=-254(LC 13) FORCES. gb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 1386/567, 3-4=-1117/599, 4-5=-1396/572 BOT CHORD 8-10=-297/1112 WEBS 2-11=-12831740, 2-10=-341/1020, 5-8=-345/1022, 5-7=-1276/742 NOTES- (7) 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=3.Opsf; h=20ft; Cat. II; 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 & MWFRS for reactions shown; Lumber OL=1.60 plate grip n F��ii 3) Provide adequate drainage toOpreventwater pending. �%%% -JER'P- �4e 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcument with any other live loads. "This �% `P.� • • ••. E S ••. 5) truss has been designed for alive load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,.� V G N �' F •'. �� will fit between the bottom chord and any other members. �� 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jt=lb) N0 22839 11=254, 7=254. = 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any = particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. � ;���O�F • O P C?�?� O R I Waiter P. Finn PE No22839 MITek USA, Inc. FL Cert 6634 6904 Parke Fast Blvd. Tampa R. 33610 Date: January 11,2019 AWADNWG-Vedfydeal9nperamatenandREADNOTES ONTNISANDINCLUDED MIFEKREFERANCEPAGEMQT4MmV.faNaa0156EFOREUSE Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use. Me building designer must verity the applicablllry of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MITek' 6 always required for stabllity and to prevent Collapse with possible personal injury and property damage. For general guidance regarding the tbrIcallon, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPIt Quality Criteria, D5B-09 and BCSI Buldhp Component 69U Parke East Blvd. Safety Infonnationavallable from Truss Plate Inslltute, 218 N. Lee Sheet, Suite 312, Alexancdo, VA 22314. Tampa, FL 33610 Job' Thus Thus Type City Ply T15995174 1477518 C04 Hip 1 1 Job Reference optional Builders FirstSource, Plant City, FL33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Fn Jan 11 05:09:442019 Page T ID:cSZdj2C8txHARJ4gpwC75rycOd0-yKDBcjevyOmf5ZpryUIZ6kiltmJGh57aUP6JfzzwXE5 2-z-s 11-0.0 14-1-o zz-10-11 zs-1-g 2-2-5 1 8.9-11 3-1-0 1 &9-11 2-2-5 I xe = ST1.Sx6 STP = 4x6 = 5x8 = 5T1.5x8 STP = 3x6 II 3.6 II I]IM 2LL21 11-0.0 14-1-o I 22-t0-11 z ae 25-1-0 1-10-8 0-3- 3 8.9.11 3-1-0 6.9- 1 - 3 1�1 8 Scale = 1:43.6 Plate Offsets (X ))— 11:0-M 0-0-131 13:0-4-0 0-2-81 14:0-3-8 0-2-41 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (too) Well L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.13 7-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.28 7-8 >903 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.25 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matdx-SH Weight: 13316 FT=20% LUMBER - TOP CHORD 2x4 SP M 31 *Except' 3-4: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 11=1380/0-7-10, 7=1380/0-7-10 Max Horz 11=-93(LC 8) Max Uplift 11=-269(LC 12), 7=-269(LC 13) BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-15 oc purtins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) -Max. Comp/Max. Ten. -All forces 250111 or less except when shown. TOP CHORD 1-2=-021/87, 2-3---1336/557, 3-4— 1020/611, 4-5=-1339/559, 5-6=329/87 BOT CHORD 1-11=-116/372, 9-11=-201/431, 8-9=-244/1017, 7-8=-117/378, 6-7=-117/378 WEBS 2-11=-1258/800,2-9=-132/653, 5-8=-134/648, 5-7= 1251/802 NOTES- (7) 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; BCD"=3.Opsf; h=20ft; Cat. 11; 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) Provide adequate drainage to prevent water pending. 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.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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jt=1b) 11=269,7=269. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. J�,,S�P`-j G E IV S! F�NZ F• ��i No 22839 :?� S A F :•irz W C ii0 • ' 0 P s'41NA"11,,`�O Walter P. Rnn PE No22839 MiTek USA. Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 OWARNING-Vdfy CeslynParemeAvr.d REDNOTES ONTNISANBINCLUDED MREKREFERANCEPAGEM67423rcx. 1b113VOISBEFONE USE. vend for use only with Mgelg connectors. This deslgn Is based only upon parameters shown, and Is for an Intllvltlual curdling component, not Nil' a truss system. Before use, the building designer must verify the oppllcabllHy of design parameters and properly Incorporate this design Into the overall building design, Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Addieonal temporary and permanent bracing MiTek' b always required for stability ontl to prevent collapse with possible personal Injury and property damage. For general guidance regording the election and ue,28of sNN.. Quoand aC6laWdbp Component Safety bnavolable. e end eet Suite lnfoannlabricallon from Tnlss Plate InnsM. We Str312, Nexangtlmrio. 22314ma�ba0-09 Tampa, FL 3381aN4. Job Truss Oty PlyT15995175 1477518 C05 7msse 1 1 Job Reference(oDlionaft w,aln=A P.—Mo rce plat City PI 33Bea 8.220 s Nov 162018 MiTek Industries, Inc. Fri Jan 11 05:09:46 2019 Page 1 I D:cSZtlj2CetxHARJ4gpwC75rycOd0-uiLyt 0g9U01 MLtzD4vK1 B9y6MZ0e9zldyjbOjSzwXE3 z-as 7-4a 12-6-8 17-8-10 23m-11 25-1-0 2.2-s 5-2-2 5.2.2 5-2-2 5-2-2 Scale =1:46.3 4x6 = STI.5x8 STP= axa = axa = axa — ST1.5xB STP= 3x4 = 3x4 = LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 CSI. TC 0.46 BC DAB WE 0.37 Malri%-$H DEFL in Vert(LL) -0.10 Vert(CT) -0.16 Horz(CT) 0.04 (loc) Udell Ud 9-11 >999 360 9-11 >999 240 8 n/a n/a PLATES GRIP MT20 2441190 Weight: 1331b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or4-7-12 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1Row at midpt 5-8.3-12 REACTIONS. (lb/size) 8=1380/0-7-10, 12=138010-7-10 Max Horz 12=-105(LC 8) Max Uplift 8p-276(LC 13), 12— 278(LC 12) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1282/693, 4-5=-1282/693 BOT CHORD 11-12=-373/1124, 9-11— 180/881, 8-9=-373/1124 WEBS 4-9=-195/402, 5-8_ 1415/658, 6-8=-398/339,4-11=-195/402,3-12= 1415/658, 2-12=398/339 NOTES- (6) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20tt; Cat. II; 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 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 tit between the bottomchord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 8=278, 12=278. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. No 22839 .9 TE OF •�/' �iijF • . O R 1O • •"';t /ONA �%%% Waiter P. Finn PE No.22839 MiTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 QWANN/NG.Verlfydeslgnpammetersend READNOTES ON TN/SAND/NCLUDEDMR KNEFFAANCEPAGEMIN4nmx. 10VU2015BEFONEUSE Design valid for use only wlth MFekb� connectors. fib design Is based only upon parameters shown, and Is for an IndNidual building component, not ��- a truss system. Before use, the building designer must verify the appllcobrity of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual muss web and/or chard members only.Addtlonal temporary and permanent bracing MiT®k' Is always re9ulad for stability and to prevent collapse with possible personal Injury and property damage, For general guldonce regarding the fabrication, storage, delivery: erection and bracing of trusses and muss systems seeANSVW1I GuolN1yy CnMdo. DSB.89 and SCSI Building Component SabM mlosmalbrpva0able mom Truss Fate Institute. 218 N. Lea Street Suite 312. Alexandria, VA 22314. 69U Parke East Blvd. Tampa, FL 33610 Job- Truss Truss Type Oty Ply T15995176 1477518 C06 Common 2 1 Job Reference (optional) Builders Firsl50uree. Plant City, FL 33566 8.220 a Nov 16 2018 MITek Industries. Inc. Fd Jan 11 05:09:47 2019 Pace 1 ID:cSZdj2C8txHARJ4gpwC7SrycOdO-MwKEkgnFJ9Dy1YPecrGkMVEmzLDuIT1 BNKzGuzwXE2 6.4-11 12-fi-8 77-8-12 I 23-2-8 6.4-11 6d13 5.2-4 5-5-12 4x6 = 11 7 ST1.5x8 STP = 3x4 = 3x4 = 3x4 = ST1.5x8 STP = 3.6 = ass = Scale =1:45.1 Plate Offsets (X,Y)-- r1:0-040,0-0-131 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc)/dell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.10 8-9 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.16 8-9 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.85 Hom(CT) 0.04 7 Na Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 126 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOTCHORD WEBS REACTIONS. (Ib/size) 11=1402/0-7-10, 7=1135/0-7-10 Max Horz11=128(LC 12) Max Uplift 11=-280(LC 12). 7=-222(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 3-4=-1307/67614-5=-1361/746, 6-7=-283/199 BOT CHORD 9-11=-488/1138, 8-9=-285/922, 7-8=-516/1217 WEBS 4-9= 134/326,4-8=-238/469, 5-8=-297/282, 3-11=-1565/798, 2-11=-270/238, 5-7— 1335/562 Structural wood sheathing directly applied or 3-4-9 cc pudins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. i Row at midpt 5-7 NOTES- (6) 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=3.Opsf; h=20ft; 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 11=280, 7=222. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. ,,�P'\ No 22839 tS ; O R 1 os,ONA11 Waiter P. Finn PE No.22839 MRek USA, Inc. R. Cart 6634 6904 Parke East Blvd. Tampa A.33610 Date: January 11,2019 IMF MiTek' 6904 Parka Fast Blvd. Tampa, FL 33610 Job' Truss Truss Type Oty Ply T75995177 1477518 C07G Roof Special Girder 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 05:09:48 2019 Page 1 ID:cSZdj2CetxHARJ4gpwC75rycOdO-g5TiS4hPOdH4aA7cBKNVGa1 RmNbidgTAP14WoKzwxE1 22.5 N 1218 16-]-12 20-9-0 23-5-p 25-641 z-z s 6-2-z s-z.2 I at-0 a1-0 2-e-0 1 2-1 46 = STI.5x8"STP= 3x8 = 3x4 = 5x8 = 3x4 = ST1.5xB STP= 3x6 = Special 2x4 II Scale =1:51.9 LOADING (psQ TCLL 30.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TPI2014 CSI. TC 0.53 BC 0.95 WB 0.55 Ma1rix-8H DEFL. Ved(LL) Ved(CT) Horz(CT) in (too) Wait Ud -0.20 14-15 >999 360 -0.4114-15 >679 240 0.04 10 Na Na PLATES GRIP MT20 244/190 Weight: 149 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-13 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Raw at midpt 3-15 REACTIONS. (Ib/size) 15=1500/0-7-10, 10=1276/0-7-10 Max Horz 15=-105(LC 6) Max Uplift 15=-319(LC 8), 10_ 471(1-C 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 3-4- 1351/339,4-5=-1325/335, 5-6=-2083/66B, 6-7=-1733/533,7-8=-97S/414 BOT CHORD 14-15=-298/1262, 12-14=275/1489, 11-12=-284/805 WEBS 2-15=-371/188, 3-15=-1520/322, 3-14= 282Jl91, 4-14=-1891711, 5-14=-567/291, 5-12=-284/544,6-12=-1169/392,7-12=-260/1435,7-11- 646/82, 8-11=-387/1062, 8-10=-1180/469 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=3.Opsf; h=20tt; 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) This truss has been designed for a 10.0 par bottom chord live load nonconcurrent with any other live loads. 5) - This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except at=lb) 15=319, 10=471. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 140 lb down and 316 lb up at 23-5-0 on top chord, and 641b down and 288 Ib up at 23-4-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of ethers. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plQ Vert: 1-4=-90, 4-6- 90, 6-7=-90, 7-9=-90, 1-9= 20 Concentrated Loads (Ib) Vert: 7=129(F) 11=148(F) 0SR P. No 22839 Walter P. Finn PE No.22839 MiTek i Inc. FL Cart 6634 6904 Parke East Blvd. Tampa R.33610 Date: January 11,2019 ®WARNING-Vedrydeslgnpa mxrfN.end READ NOTES ON TNABANDWCLUDEDMn KREFERANCEPAGEMIF74Mare 14N3"1e1SSUORE USE M!East Deslgnvalid for use only with Mnekar connectors. This design Is based only upon parameters shown, antl Is for an IndMdual builtling component not a truss system. Before use, the bullding designer must verity Me appacabllity of tleslgn parameters and properly Incorporate this tleslgn Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracingIs always requiredfor stability antl to prevent coliopse with possible personal Injury and property da�9ymyage. For general guidance regarding the Sabry mlormalabrication bmvo0oble. e from Truss Plate lInnsti, erection and Me, 218 N. lee Street,offirusses, and utt 312. Mexla�at. VVuallA 22314mal DSBA9 antl BCSl lWltlbrp COmpOnmt Ta pa, FL3360Nd. Job" Truss Truss Type Dry Ply T15995176 1477518 COB Attic 1 i Job Reference o tional Builders FlrstSource, Plant City, FL 33566 8.220 a Nov 162018 MITek Industries, Inc. Pri Jan 11 05:09:49 2U19 Page 1 ID:cSZdj2CBtxHARJ4gpwC75rycOdO-IH14K]i2rucPxCKholl ukpnaYLnwZMDyJehp4KnMXEO 11-2-14 14-5-15 2.2.5 9.7.e 10-7.1 12E-e 13 101-0 189-0 21A-0 25: 2]-90 �225 38-15 38d 0.1 A9H 1340 113.10 7A 3J9 ]- 2-8-0 4-1-11 ~28-5 0.7.13 Scale=1:50.8 4x6 = 2x4 = 5 _ ST1.5x8 STP = 3x4 = 3.8 MT20HS = 3x4 = 5x8 = ST1.Sx8 STP = ei:•B LOADING (psi) SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.25 TIC 0.80 TCDL 15.0 Lumber DOL 1.25 BC 0.98 BCLL 0.0 ' Rep Stress [nor NO WB 0.79 BCDL 10.0 Code FBC2017/rP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP M 31 'Except- 8-9,9-11: 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 17=1654/0-7-10, 12=1655/0-7-10 Max Ho¢ 17=-105(LC 10) 'Max Uplift 17=-171(LC 12), 12=-191(LC 13) DEFL. in (roc) Vdefl Ud Verj -0.26 14-16 >999 360 Veri -0.70 14-16 >401 240 Horz(CT) 0.04 12 n/a n/a 2x4 It PLATES GRIP MT20 244/190 MT20H5 187/143 Weight: 150 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-12 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 3-4=-1729/487, 5-6=-148/388, 6-7=-1359/522,7-8=-2373/642, 8-9=-1419/479, 9-10=-1660/475 BOT CHORD 16-17=-273/1284, 14-16=-206/1469, 13-14=-344/2092 WEBS 2-17=-460/244, 3-17=-1725/575,3-16=0/492, 4-18=-1769/708, 18-19=-1769/708, 6-19=-1699/766, 8-14=-585/371, 8-13=-1135/138, 9-13=-41/439, 10-13=-435/1496, 10-12=-1523/655,5-18=0/253,16-19=0/297,7-14— 146/1042 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124ni TCDL=4.2pst; BCDL=3.Opsf; h=20ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extenor(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) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except Qt=lb) 17=171, 12=191. 8) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11. 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23. 24. 25, 26, 27 has/have been modified. Building designer must review loads to verifythat they are correct for the intended use of this truss. 9) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 10) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-5=-90, 5-8=-90, 8-9=-90, 9-11=90, 1-16=-20, 14-16=-50, 11-14=20 E N $--.. No 22839 A F 01 If/0NA„E0 Waiter P, Finn PE N6.22839 MITek USA, Inc. R. Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 QWARN/NG- Verllydeslgnparemefereendf? ADNOTES ON THISANO INCLUDED MI]EKBEFERANCEPAGEMIP7473rev. I0103,2015eEFONEUSE "901'ast Design valid for use only with MrekO connectors. fib design Is based only upon parameters shown, antl Is for an Individual builtling component, not a truss system. Before use, the building designer must verify the applicablity of tleslgn parameters and properly Incorporate this tleslgn Into the overall builtling tleslgn. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary antl permanent bracingis always requited far stability antl to prevent collapse with possible personal injury and propertyodaaymage, For general guidance regarding fine Safety N(0mtaborwolloble from Truss Plate (Instituci and te, 218 N. Lee Street, of trusses and truss Suite 312 Altemi exlo�a, VII VA 22314 � D5ad9 and ICSI B01dhp CpmponRnf TampaeFLW610 Ntl. Job Truss Truss Type Oty Ply T75995178 1477518 C08 Attic 1 1 Job Reference (optional) m,ama,� c,atcnu.no Plant r.,, FI a35aa 8.220 s Nov 162018 MiTek Industries. Inc. Fri Jan 11 05:09:502019 Page 2 ID:cSZdj2C8txHARJ4gpwC75rycOd0-mTaStmjgYEXopUG_JIPzL77j5AGo5gCTtLZdsDmXE7 LOAD CASE(S) Standard 2) Dead +0.75 Roof Live (balanced) +0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-75, 5-e--75, 8-9= 75, 9-11=-75, 1-16=-20, 15.16=-50, 15-20= 80, 14-20=-50, 11-14=-20 3) Dead+ Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1.5=-30, 5.8=-30, 8-9_ 30, 9-11= 30, 1-16=40, 14-16=-70, 11-14=-40 4) Dead +0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-5=56, 5-8=56, 8-9=52, 9-11=56, 1-17=55, 16-17=-6, 14-16- 36, 12-14=-6, 11-12=55 HDrz: 1-5- 65, 5-8=65, 9-11=65 Drag: 8-9=0 5) Dead +0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=56, 5-8=56, 8-9=52, 9-11=56, 1-17=55, 16-17=-6, 14-16=-35, 12-14=-6, 11-12=55 HOG: 1-5=-65, 5-8=65, 9-11=65 Drag: 8-9=0 6) Dead +0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-5=-52, 5-8=-52, 8-9=-48, 9-11=-52, 1-17=-11, 16-17=-20, 14-16=-50, 12-14=.20, 11-12=-11 Horz: 1.5=22, 5-8o-22, 9-11= 22 Drag: 6-9- 0 7) Dead +0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniforn Loads (pit) Vert: 1-5=-52, 5-8=-52, 8-9=-48, 9-11=-52, 1-17=11, 16-17=-20, 14-16=-50, 12-14=-20, 11-12=-11 Horz: 1-5=22, 5-8=-22, 9-11= 22 Drag: 8-9= 0 8) Dead +0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-5=5, 5-8=21, 8-9=17, 9-11=21, 1-17=22, 16-17=-6, 14-16=-36, 11-14=-6 Horz: 1-5=-13, 5-8=29, 9-11=29 Drag: 8-9=0 9) Dead +0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-5=21, 5-8=5, 8-9=32, 9-11=5, 1-16=-6, 14-16=-36, 12-14=-6, 11-12=22 Horz: 1-5=-29, 5-8=13, 9-11=13 Drag: 8-9=0 10) Dead +0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniforn Loads (pit) Vert: 1-5=-34, 5-8=-17, 8-9=-21, 9-11- 17, 1-17=8, 16-17=-20, 14-16=-50, 11-14=-20 Horz: 1-5=4, 5-8=13, 9-11=13 Drag: 8-9=0 11) Dead +0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plo Vert: 1-5=-17, 5-8=-34, 8-9=-6, 9-11=-34, 1-16=-20, 14-1fi=-50, 12-14=-20, 11-12=8 Horz: 1-5- 13, 5-8=-4, 9-11=-4 Drag: 8-9=0 12) Dead +0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-5=32, 5-8=17, 8-9=17, 9-11=17, 1-16=-6, 14-16=-36, 11-14= 6 Hors:: 1-5=-41, 5-8=26, 9-11=26 Drag: 8-9=0 13) Dead +0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-5=17, 5-8=32, 8-9=32, 9-11=32, 1-16=-6, 14-16=-36, 11-14=-6 Horz: 1-5=-26, 5-8=41, 9-11=41 Drag: 8-9=0 14) Dead +0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=32, 5-8=17, 8-9=17, 9-11=17, 1-16=-6, 14-16=-36, 11-14=-6 Horz: 1-5=-41, 5-8=26, 9-11=26 Drag: 8-9=0 15) Dead +0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=17, 5-8=32, 8-9=32, 9-11=32, 1-16=-6, 14-16=-36, 11-14=-6 Horz: 1-5=-26, 5-8=41, 9-1 1=41 Drag: 8-9=0 16) Dead +0.6 MWFRS Wind (Neg. Internal) tat Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=6, 5-8=-21, 8-9=-21, 9-11=-21, 1-16=-20, 14-16=-50, 11-14=-20 Horz: 1-5=-24, 5-8=9, 9-11=9 Drag: 8-9=0 17) Dead +0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 j&WARNING-Vedrydssfgn Yalamehrsand READ NOTES ON THIS AND INCLUDEOMMEKREFERANCE PAGE 111II-74Tamv. 1GN.Yt015 BEFORE USE. Design valid for use only with MBekS connectors. This design Is based only upon parameters shown, and Is for an IndNldual bullring component. not a truss system. Before use, the building designer must verify the oppllcabllity 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, Addlflonal temporary and permanent bracing 11 A M)Tek* Is always required for stability and to prevent collapse wRh possible personal Injury and property damage. For general guldance regarding the fabricaflon, storage, delivery, erection and bracing of trusses and hum Systems. seeANSIrIPII Cuo11XXyy CMaM, DSB41g antl SCSI Building Component 69M Parka East Blvd. 9atpfy In/prmafbrwvolloble ham Truss Plate Institute, N. Lee Sheet. Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Joh Truss Truss Type Cry -f Ply • T15995178 1477518 COB Attic 1 1 Job Reference(optional) Builders MISISDurce, Plant City, FL 33566 8.220 s Nov 162018 MlTek Industries, Inc. Fn Jan 11 05:09:50 2019 Page 3 ID:cSZdj2CBtxHARJ4gpwC?5rycQdD-mTaStmlgyEXopUG JIPzL?7i5AGo5gCTtLZdsDmXE? LOAD CASE(5) Standard Uniform Loads (fill) Vert: 1-5=-21, 5-8=-6, 8-9=-6, 9-11=-6, 1-16- 20, 14-16=-50, 11-14= 20 Horn 1-5=-9, 5-8=24, 9-11=24 Drag: 8-9=0 18) Dead + Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-5=30, 5-8=-30,'8-9= 30, 9-11=-30, 1-16=-20, 15-16_ 50, 15-20=-90, 14-20=-50, 11-14= 20 19) Deatl+ Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-5=-30, 5-8=-30, 8-9=-30, 9-11=-30, 1-16=-20, 15-16=-50, 15-20=-90, 14-20=-50, 11-14=-20 20) Dead +0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Lett): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (fell) Vert: 1-5=-78, 5-8=-66, 8-9=-68, 9.11=66, 1-17=1, 16-17=-20, 15-16- 50, 15-20=-80, 14-20=-50, 11-14=20 Horz: 1-5=3, 5-8=9, 9-11=9 Drag: 8-9=0 21) Dead +0.75 Roof Live (bal.) +0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-5=-66, 5-8=-78, 8-9= 57, 9-11=-78, 1-16=-20, 15-16=50, 15-20=-80, 14-20=-50, 12-14=-20, 11-12=1 Horz: 1-5=-9, 5-8=-3, 9-11=-3 Drag: 8-9=0 22) Dead +0.75 Roof Live (bal.) +0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pll) Vert: 1-5=-57, 53=-68, 8-9= 68, 9-11=-68, 1-16=-20, 15-16=-50, 15-20=-80, 14-20=-50, 11-14=-20 Horz: 1-5=-18, 5-8=7, 9-11=7 Drag: 8-9=0 23) Dead +0.75 Roof Live (bal.)+0.75 Uninhab. Attic Storage + 0.75(0.6 MW FRS Wind (Neg. IT) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-5=-68, 5-8=-57, 8-9=-57, 9-11- 57, 1-16=.20, 15-16=-50, 15-20=80, 14-20=-50, 11-14=-20 Horn 1-5=-7, 5-8=18, 9-11=18 Drag: 8-9=0 24) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-5- 90, 5-8=-30, 8-9=-30, 9-11=-30, 1-16=-20, 14-16=-50, 11-14=-20 25) 2nd Dead+ Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-5=-30, 5-8=-90, 8-9=-90, 9-11=-90, 1-16=-20, 14-16=-50, 11-14=-20 26) 3rd Dead +0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5= 75, 5-8=30, 8-9=-30, 9-11=-30, 1-16=-20, 15-16=.50, 15-20=-80, 14-20= 50, 11-14=-20 27) 4th Dead +0.75 Root Live (unbalanced) +0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-30, 5-8=-75, 8-9=-75, 9-11=-75, 1-16=-20, 15-16=50, 15-20=-80, 14-20=-50, 11-14=-20 ,&WARNING- Verify desiga Wnremrers and READ NOTES ON THIS AND INCLUDEOMIEKREFERANCE PAGE MII-74"rev. 10p142015eEFORE USE. Design valid for use only with Mmela connectors. This design Is based only upon parameters shown, and Is for on Individual building component, not �, a hum system. Before use, the building designer must verty Me applicability of design parameters and properly Incorporate this design Into the overall bullding tleslgn. Bracing indicated is to prevent buckling of individual truls web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stabliky and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the Safety Informationavoellobl Rom Truss Plate Institute, 218sN. Lae Sheet, Suite 312, AIeNoSlpPlo7 VA 22114Morq, OSBdg and SCSI 9u1Ehp Component Tampa, FL 33610 Ntl. Job' Truss Truss Type City Ply T75995179 1477518 C09 Attic 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 o.rzu a may 16 zo ra MITen inuusnes, mc. F,i can 11 35.33.31 20,= r=ga , ID:cSZd12C8txHARJ4gpwC?5rycOd0-EgBr46jIJYftRerBtSwCuCfstadCg8gc6?IAPfmXx - 11-2-14 145-15 2-25 S11d 9-7-8 10-7-1 1288 13-ID-2 16-9-e 18A.0 1850 20.10.2 25-61t 2].9O 2-2-5 1a-15 304 0.1T9 }3-0e 1-39e ]-1 2-34 1-4a 138 t-5@ 499 2-2-5 e-7-03 Scala = 1:51.1 4x6 = 3x8 = 5 0 1d ST1.5x8 STP= 3x4 = 3x8 MT20H5= 3x4 = 4x6 = ST1.5x8 STP= Sx6 = 3x6 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 30.0 Plate GOP DOL 1.25 TC 0.93 Vd(LL) -0.39 15-17 >718 360 MT20 244/190 TCDL 15.0 !Lumber DOL 1.25 BC 0.90 Vert(CT) -0.7515-17 >373 240 MT20HS 187/143 BCLL 0.0 '.Rep Stress Incr NO WE 0.76 Horz(CT) 0.04 13 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matdx-SH Weight: 152 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 31 *Except* 8-10,10-12: 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3"Except` 10-14: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-2 oc Outline. BOT CHORD Rigid ceiling directly applied or 6-043 oc bracing. REACTIONS. (lb/size) 18=1654/0-7-10, 13=1654/0-7-10 Max Hors 18=-105(LC 8) Max Uplift 18=-330(LC 12), 13— 350(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 34=-1736/832, 4-5=-212/386, 5-6=-271/600, 6-7=-1390/775, 7-8=-1711/863, 8-9=-531/242, 8-10=-1291/665, 10-11=-1800/777 BOT CHORD 17-18=458/1260, 15-17=-492J1504, 14-15=-543/1586 WEBS 2-18=496/339, 3-18=-1671/829, 3-17=-59/528, 4-19= 2048/1178, 19-20=-2048/1178, 6-20=-1999/1182, 9-15=-42/422, 9-14= 536/224,11-14=-569/1431, 11-13=-1498/836, 17-20=-37/251, 7-15=-107/421 1) Unbalanced roof live loads have been considered for this design. �%%,P,FAr .. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. 11; Exp B; Encl., left for forces 8 MW FRS % `P /� �� V N S�.•'/ " GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever and right exposed ;C-C members and �� .��G�E for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 �. 3) Provide adequate drainage to prevent water Dancing. iV0 22839 •� 4) All plates are MT20 plates unless otherwise Indicated. * 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurront with any other live loads. • by 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 2-0-0 wide BCDL= 10.0psf. will fit between the bottom chord and any other members, with 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001h uplift at joints) except at=lb) 9 '• $ • 18=330, 13=350. r O '. - �/�� 8) Graphical puffin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. �I�'�A� • R 1 p P,r��,� �' 9) ATTIC SPACE SHOWN 15 DESIGNED AS UNINHABITABLE. 1S ,•„ `�?,�. p44s;ON151%1, 10) This product is onent for any suitability and use of ing as an Individual building component. referenc �, code.is is the responsibility of the building designer per ANSI TPI 1 asned particular buildingdd bythe build LOAD CASE(S) Standard Walter P. Him PE No22839 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 MTek USA, Inc. R. Carl 6634 Uniform Loads (plf) 6904 Parke East Blvd. Tampa FL 33610 Vert: 1-5=-90, 5-8=-90, 8-10=-90, 10-12=-90, 1-17=-20, 15-17= 50, 12-15= 20 Date:. January 11,2019 O WARNING- Verily EestBnPeremetersard READ NOTES ON THISAND INCLUDED MNEKREFERANCEPAGEMIF74M.V.. 111032015BEFOSEUSE Design valdfor use only with Mllconnectors. This design is based only upon parameters shown, and is for an Individual building component, not �!- I a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bmclng indicated is to prevent buckling of Individual muss web and/or chord members only. Addiflonal temporary and permanent brocing MiTek- Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the erection and offirussal, and DSD49 and SCSI luldbp Component SabM 6904 Parke East Blvd. lnformallonavallable from Truss Plate Instit, ute. 218 N. Lee Street, Su to 312 Alekantltlat. VGA 22314.M0k Tampa, FL 33610 Joh Truss Truss Type City . Ply T75995180 1477518 C10 Attic 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Nov 16 2010 NUek Indusines, Inc. Fn Jan 11 05:09:52201. Page 1 ID:cSZd)2CBtxHARJ4gpwC75ryc0d0-jsIDISk W4snW 300N09RRRDCI r_yzZaW mKf2kw6zwXDz 11-2-14 14-5.16 2-2d 5-11-0 9-7-8 10-7-1 12-8A 1340-2 1 175E 3-1 21-9-12 25E-11 2]-9-0 22d 3-9-15 39-0 0-1 .9 13-10 13-10 -]-1 2-8-0 -9 8 3A-0 3-8-15 2-2-5 0-7-13 0a-1 Scale: 1/4'=1' 4x6 4x6 = 5 5x12 Q 3x8 MT20HS a ST1.5x8 STP = 3x4 = 3x6 = 3x4 = ST1.5xe STP = 3x6 = 3x6 = LOADING (psi) 'SPACING- 2-0-0 CSI. TCLL 30.0 'Plate Grip DOL 1.25 TC 0.91 TCDL 15.0 (Lumber DOL 1.25 BC 0.99 BCLL 0.0 ' 'Rep Stress their NO WB 0.80 BCDL 10.0 'Code FBC2017ITP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 *Except* 1-5: 2x4 SP No.1, 4-9: 2x4 SP M 31 BOT CHORD 2x4 SP No.1 'Except' 1-15:2x4 SP No.2 WEBS 2x4 SP No.3 DEFL. in floc) Veal Ud Van(LL) -0.3014-16 >931 360 Vart(CT) -0.57 14-16 >488 240 HOrz(CT) 0.05 13 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 144 lb FT=20% BRACING- TOPCHORD Structural wood sheathing directly applied or 3-7-0 oo pudins, BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. ill 17=1606/0-7-10, 13=1601/0-7-10 Max Ham 17=105(LC 9) Max Uplift 17=-31 B(LC 12), 13— 337(LC 13) FORCES. (lb) -Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1644/790, 4-5=-766/253, 5-8=-716/227, 4-6=-904/606, 6-7=-904/606, 7-8=-828/593, 8-9=-1414/767, 9-10=-1622/774 BOT CHORD 16-17=46411276, 14-16=-417/1341, 13-14=-448/1252 WEBS 2-17=-363/279, 3-17— 1752/866, 3-16=-39/375, 5-6=-118/506, 11-13= 383/288, 10-13=-1697/832, 7-16=-54/325, 8-14=-29/258, 10-14=-36/303 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=3.Opsf; h=20fb 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=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psi 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, with BCDL=10.Ops1. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jt=lb) 17=318,13=337. 8) Graphical puriin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 9) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 10) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Morease=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14=90, 4-5— 90, 5-8=-90, 8-9=-90, 9-12=-90, 1-16=-20, 16-20=-40, 12-20=-20 6904 Parke Past Blvd. Tampa FL 33610 Date: January 11,2019 OWARNING. Verify design mysm.t...UIREAD NOTES ON TN/SANDINCLUDED MRENREFERANCE PAGEMP7473rev. 101,032015SEFOREUSE Design valid for use only with Mliek® connectors. This design Is based only upon parameters shown, and Is for on Individual building component, not �'- a hum system. Before use, the building designer must verify the applicoblllN of design parameters and properly Incorporate this tleslgn Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage., For general guidance regarding the fabrlcatlon, storage, delivery, erection and bracing of trusses and hum systems, seeANSUIPII Quail CrIal DSO-89 and BC51 Building Component 6904 Parka East Blvd. Safttry Informatlarrovailcble from Truss Plate Institute, 218 N. Lee Sheet, Suite 312, Alexantltio, VA 22314, Tampa, FL 33610 Job Truss Truss Type Oly Ply T15995181 1477518 C11 ROOFTRUSS 1 1 Job Reference (optional) Builders FirsiSource, Plant City, FL 33566 8.220 s Nov 162018 MiTek Industries, Inc. Fri Jan 11 05:09:53 2019 Page 1 ID:cSZdj2CBtxHARJ4gpwC?5rycOdD-B2GbVolYg9vNgy?Z_tygzdlGrOHjI7PvZJnHSYz XDy 2-2-5 6-8-14 9.7.8 13-10-8 18-7-8 21-D-2 25-fi-17 27.9.0 2-2-5 46.9 2-10-10 4.3.0 4-&0 2-10.10 2-2-5 2x4 \\ Scale: 1/4'=1' 3x6 i 2x4 O 7 3x6 4 5 6 6.00 12 Axis 4 4x6 C 3 B 2x4 11 2x4 II 2 9 1 10 •• 3x4 = 14 13 16 12 3x4 = 15 ST1.5xB STP = 3x4 = 3x6 = 3x4 = Si SIT = are = 3x6 = 1-1D-8 2LL2 5 9.7-8 18-1-8 25.6-11 257.7-827-9-0 1-1D-9 0-3- 3 7-5-3 8-6.0 7-5-3 0.3. 3 7-70-8 Plate Offsets (X Y)-- 11:0-0-0 0-0-131 f4:0-2-15 0-2-51 17.0-2-15 0-2-51 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.70 Ven(LL) -0.26 12-14 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.47 12-14 >597 240 BCLL 0.0 ' ;Rep Stress Incr NO W B 0.44 Hom(CT) 0.05 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 141 Its FT=20% LUMBER- BRACING - TOP CHORD 2x4 SIP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-9 oc purlins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 10-13: 2x4 SO No.1 WEBS 1 Row at midpt 3-15, 8-11 WEBS 2x4 SIP No.3 REACTIONS. (lb/size) 15=161110-7-10, 11=1611/0-7-10 Max Hom 15=104(LC 10) Max Uplift 15=-318(LC 12), 11=-318(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1652/814, 7-8_ 1654/815, 4-5=-1372/806, 5-6=-1192/727, 6-7=-1374/806 BOT CHORD 14-15=-512/1404, 12-14=-315/1192, 11-12=-512/1406 WEBS 2-15=-350/289, 3-15=-1855/8B8, 8-11=-1858/888, 9-11= 351/287, 5-14=-152/424, 6-12=-153/425 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vascli 24ni TCDL=4.2psk BCDL=3.Opsf; h=2011; Cat. II; Exp B; Encl., e) and t cantilever left and right exposed ;C-C for members and forces & MWFRSfor GCpi=O.l18s ;WFRSshown; R Lumber 60 plate grip DOL1 60(= ,,,,1 3) Provide adequate drainage to prevent water pending. %%`W r.......... 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrem with any other live loads. ' F 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. No 22839 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) except at=lb) * •' 15=318, 11=318. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designerperANSI TPI 1 as referenced bythe building code. i J S LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 , �� •• Q' Uniform �Fss"Plies Vert:1(4 —90, 7-10=-90, 1-14=-20, 12-14=-40, 10-12=-20, 4-7=-90 ONIIII Walter P, Rnn PE No22889 MRek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 Q WARNING -Vadly tleslgn paraneten and READ NOTES ON MIS AND INCLUDED MTTEKREFERANCE PAGEMS71i UVIN3,2015eEFOREUSE Design valid for use only wlih MBek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not ��- a fruss system. Before use, the building designer must verify the applicability of design porameters and properly incorporate this design Into the overall bulltling design. Brocing Indicated is to prevent buckling of Individual fruss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stablllN end to prevent collapse with possible personal Injury and property damage. For general guldonce regarding the fabricailon, storage, delivery, erection and bracing of i usses and truss systems, seeANSVIPII CualXXyy Cristo, DSB419 and BCSI Building Component 6904 Parke East Blvd. Safety Informatlmavoilable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexontlrlo. VA.22314. Tampa, FL 33610 Jot' Truss Truss Type Oty Ply T15995182 1477518 C12 ROOF TRUSS 2 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33560 o.zza a Nov io m io W ten niuusues, 4, F6 uerr ' G5.Go.o. ZG oy= � I D:cSZdj2CBtxHARJ4gpwC?5rycOd0-fFgzi7mAbT1 El5amYaTvW rHM5ohal av2ozXR_zwXDx 11-2-14 17-1-15 2-25 68-14 9-RB 107-1 12-3-8 139a6 15L-B 1%62 18-1-0 21-0-2 256-11 2]-9a 2.24i 4d-9 2-10.1a 0.1LB 1-a-ID b7-a 4]-8 tU10 0.148 2-ID-la 4&9 2-2-5 0.]-13 0.7-13 Scale = 1:50.8 4x6'= I ST1.5x8 STP= 3x4 = 3x4 = 3x4 = ST1.S%8 STP= 3x6 = 3x6 = LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 'SPACING. 2-0-0 Plate Grip COL 1.25 Lumber DOL 1.25 Rep Stress Incr YES 'Code FBC2017/TPI2014 CSI. TC 0.99 BC 0.73 W B 0.42 Matrix-SH DEFL. in Vart(LL) -0.22 Vert(CT) -0.34 Horz(CT) 0.05 (too) I/deft Ud 9-11 >999 360 9-11 >818 240 8 n/a We PLATES GRIP MT20 244/190 Weight: 144 I6 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-12, 5-8 REACTIONS. (lb/size) 12=1526/0-7-10, 8=1526/0-7-10 Max Horz 12=-116(LC 10) Max Uplift 12— 307(LC 12), 8=-307(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOPCHORD 3-4=-1511/771,4-5=-1511/771 BOT CHORD 11-12=-498/1332, 9-11=-241/1038, 8-9=-498/1332 WEBS 2-12= 271/236, 3-12=-1788/891, 3-11=253/262, 5-9=-253/262, 5-8=-1788/891, 6-8=-271/236, 4-11=-169/424,4-9=-169/420 NOTES- (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuII60mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=3.Opst h=20ft; 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 & 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 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= IO.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Do uplift at Joint(s) except Ut=lb) 12=307, 8=307. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. ;R P. EN; No 22839 :9 • TE OF :•41/" �ORIO. /ON A„ E, .C?�.. Waiter P. Finn PE No.22839 MiTek US& Inc. FL Cart 6634 6904 Parke East BMtl, Tampa FL 33610 Date: January 11,2019 A WARNING - Verity Eea19n Parameters antl READ NOTES ON WISAND INCLUDED MITEICREFERANCEPAGEMI47479rev. 10AX1,42015BEFORE USE. Design yard for use only with MMIM connectors. Ms design Is based only upon parameters shown, and Is for on IndlAducl bullding component, not �' a buss system. Before use, the building designer must verify the opploobllity of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual buss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stoblllfy, and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fobticatlon, storage; delivery, erection and brocing of trusses and truss systems seeANSVIPII Qua[ Bv CModa, DSB-89 and SCSI Bidding Component 6504 Parke Easl Blvd. SabtV Infonnationavollable from Truss Plate Irettitule, 218 N. Lee Sheet. Suite 312, Alexantlrla. VA 22 14. Tampa, FL 33610 Job Truss _7 Oty Ply T75995183 1477518 C13 �TrussType ROOFTRUSS 1 1 Job Reference (optional) Builders First3ource, Plant City, FL 33555 o.zau s Nuv m cu is rVi nn nmwmco, mo. l um, a a .,.oeo ID:c5Zdi2C8taHARJ4gpwC?5rycpd0-7ROLwTmoMn95wF9y6l?822ga7BzCmlwCOdGOXRmXDw 11.2-14 17-1-15 2-2-5 6E44 9OA 10-]-i 12.38 9b10-8 15 5-8 16-6-2 18-1-8 21-0-2 25-8-11 27-&O 2-2-5 4-89 2-10-f0 0-01.9 1-0-10 1-]-0 1-7.0 1-0-10 0-t A9 2-00-10 4-8-9 22-5 0.7-13 0-7-13 Scale: 1/4'=1' 46 i 2x4 \\ 2x4 // 4x6 = 4 5 6 ST1.5xB STP = 3x4 = 3x6 = 3x4 = ST1.5x8 STP = 5x6 = 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) [/dell L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 427 12-14 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.47 12-14 >592 240 BCLL 0.0 ' Rep Stress ]nor NO WB 0.44 Horz(CT) 0.05 11 n/a n/a BCDL 10.0 (Code FBC2017/iP12014 Matrix-SH Weight: 1411b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-2 oc purlins. BOT CHORD 2x4 SP No.2 `Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 10-13: 2x4 SP No.1 WEBS 1 Row at midpt 3-15, 8-11 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 15=1611/0-7-10, 11=1611/0-7-10 Max Horz 15=103(LC 9) Max Uplift 15=318(LC 12). 11=-318(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1651/813, 7-8=-1653/814, 4-5=-1373/805, 5-6=-1195l727, 6-7=-1375/805 BOT CHORD 14-15=-510/1403, 12-14=-316/1195, 11-12=-511/1404 WEBS 2-15=-353/290, 3-15=-1851/886, 8-11=-1854/885, 9-11=-353/289, 5-14=-150/420, 6-12=-151/422 NOTES- (7) 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=3.Opsf; h=20ft; 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 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Be uplift at joint(s) except 01=11b) 15=318,11=318. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-90, 7-10=-90, 1-14=-20, 12-14=-40, 10-12=-20, 4-7=9( WARNING PAGE MX74]3 rev. 10/OY2015 BEFORE BSE. and Is for an Individual bulldlnB component, not \� E N No 22839 ice• VY �•14/� TE OF ONAll I; Walter P. Firm PE No.22839 MRek USA, Inc. R. Cert 6634 6904 Parke East Blvd. Tampa FL S3610 Data: January 11,2019 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Oty PIY T15995184 1477518 C14 ROOF TRUSS 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Fit Jan 11 05:09:57 2019 Page 1 I D:cSZdj2CBIxHARJ4gpwC?5rycOd0-3qW 6L9o3u0Pp9ZJKDj 1 ceTvsJ?fSEpAVU)dVbJmXDu 13-10-8 13b-14 18-1-0 2-2-5 5-11-5 9-7-0 0�- L 7-8 121 -1 15-0-8 164-2 IF-1-1 20-8-0 25-6.11 27.9-0 22-5 39-0 2A-0 0 0 -0 1-5-1074 2-6-0 4-10-11 2-2-5 $CRIB=1:48.fi 07-13 1-2-0 0-11-9 4x6 = 7 4x6 i Sx6 i 4x6 = 2x4 11 5 6 4 6.00 12 b. _ 8 \ 4x6 � 4x6 i 10 3 N 2z4 n 2%4 I � 2 11 12 to 3x4 = •1 � i 4-t50 4VS 14 ,13 3x4 = Si SIP P 3.8 = 4x6 ,A — ST1.5x8 STP = 3x6 = 8-1-1 I 5x6 = 1-10-8 2 2 5 9.7.8 13-10.8 18-1-8 25-6-11 25 1-827-9-0 d-3-0 4-3-0 YS-3 0- - 3 1-10-8 Plate Offsets (X 1)-- f1.0-0-0 0-0-131 [5:0-2-15 0-2-51 f6.0-4-4 Edae] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (too) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) -0.30 14-16 >935 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.97 Ved(CT) -0.53 14-16 >524 240 BCLL 0.0 Rep Stress ]nor NO WB 0.84 Hom(CT) 0.05 13 1 n/a BCDL 10.0 Code FSC2017/TP12014 Matti Weight: 1521b Ff=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc audits. 7-12: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x4 SP No.2 *Except' WEBS 1 How at midpt 10-13 12-15: 2x4 SP No.1 JOINTS 1 Brace at Jt(s):8 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 17=1613/0-7-10, 13=161210-7-10 Max Horz 17=.107(LC 10) Max Uplift 17=-339(LC 12), 13=-321(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (1b) or less except when shown. TOP CHORD 3-4=-16621783,4-5=-1427/762, 5-6=-1400/768, 6-8=-109B/662, 8-9— 1157/675, 6-7=-453/174, 7.9=526/211, 9-10=-1639/812 BOT CHORD 16-17=-472/1318, 14-16=-435/1401, 13-14= 475/1356 WEBS 2-17=-309/264, 3-17=-1834/877, 4-16>52/263,7-8=-79/316, 10-13=-1672/765, 8-14=-66/306, 10-14=-35/362, 11-13=-510/390 NOTES- (8) 1) Unbalanced et live loads have been considered for this design. ` t�?,� 2) Wind: ASCEr7 -10; Vull60mph (3 second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. 11: Exp B; Encl., ,��%`�EF{ -14P 0 GCpi=0.18; MI (envelope) and C-C Exteror(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for Lumber DOL=1.60 DOL=1.60 ��`�P� N S� reactions shown; plate grip 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. : NO 22839 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ile uplift at joint(s) except 011=11b) : ro 17=339, 13=321. 7) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. i:� • j $ �i •'• 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TP11 as referenced by the building code. IC,i` ���`` LOAStandard��11NA1 Dad A)Lve(balanced): � 1, 1) De + Roof Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-5=-90, 5-6=-90, 6-7=-90, 7-9=-90, 9-12=-90, 1-16= 20, 14-16=-40, 12-14=-20 Walter P.Finn PE No.22839 MiTek USA, Inc. R. Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 A WARNING -Verity✓esi9n PAremererasnd READ NOTES ON MIS AND INCLUDED MI)EK REFERANCE PAGE MIP74M rev. 10/=015 BEFORE USE Design valid for use only with Yllek(D connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not ��- a fruss system. Before use, the building designer must verify fine applicability 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. AddlBanal 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, di erection and bracing of trusses and truss systems, seeANSUIPD QualBy CaNtlo, DSB49 and BCSI Budding Component x14, 6so4 Parke Past Bivd: Safety Informatlonavc1labie from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22 Tampa, FL 33610 Job Truss Truss Type Oly Ply T15995185 1477518 C15 ROOFTRUSS 1 1 Job Reference (optional) Builders FirstSourca, Plant City, FL 33566 a.z2u s Nov 1ti eu16 Ban I ex industries, inc. rn Jan 11 05:09:562019 rage i ID:cSZd12C8txHARJ4gpwC?5rycOd0-XO3U`/VphfiXgnjuXnQYrghS4rP1 gzEsejbV281zwXDt 181.13 -25 03-0 97-4 ID-]-B -1 12. 1]-4101]495 12. - 236-11 2-D5 6-13 1 :'z b44 239�5 2-1-2 2-1� U93 5-]-11 22-5 0-11-14 Scale=1:51.5 4.6 = 6x8 O 7 6x8 O ST1.5x8 STP= 4x6 = 3x =Si 4-0-8. x4 - ST1.5x8 STP= 3x6 11 Sx6 = LOADING (psf) 'SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress [nor NO BCDL 10.0 Code FBC2017/TP12014 CSI. TC 0.81 BC 0.84 WB 1.00 Matdx-SH DEFL. in (loc) I/defl Ud Vert(LL) -0.29 13-15 >956 360 Vart(CT) -0.5913-15 >474 240 Hom(CT) 0.04 12 n/a n/a PLATES GRIP MT20 244/190 Weight: 1551le FT=20% LUMBER- BRACING - TOP CHORD- 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-7-5 oc purlins. 5-7,7-11: 2x4. SP M 31 BOT CHORD Rigid ceiling directly applied or 8-5-2 oc bracing. BOT CHORD 2x4 SP No.2,'Except* WEBS 1 Row at micipt 9-12 1-14: 2x4 SP 1 2Rows at 1/3 pts 3-16 WEBS 2x4 SP No.3'Except• 3-16: 2x4 SP No.2 REACTIONS. (lb/size) 17=161310-7-10, 12=1612/0-7-10 Max Horz 17,=106(LC 9) Max Uplift 17=-339(LC 12), 12=-321(LC 13) FORCES. (lb) -Max. Comp;/Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3- 1735/749, 3-4=-1104/559,4-5=-688/344, 4-6=-1722/886, 6-7- 181/403, 8-9=-1564/807, 9-10--299/149 BOT CHORD 15-16=-53g/1559, 13-15=427/1383, 12-13=-457/1356 WEBS 2-17=-1449/812, 5-16=-603/266, 5-15=-18/384, 6-13=-86/275, 6-15=-183/479, 9-13=-23/345, 9-12=-1519/649, 10-12=-621/473, 2-16=-549/1382, 6-18=-1869/1079, 8-18=-1874/1082,7-18=-252/437 NOTES- (B) 1) Unbalanced live loads have been for this design. 111{1111111/I/I .-'ISq P ••••. �i ......... roof considered BCDL=3.Opsf; 3�.. 'E N . 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; h=20ft; Cat. 11; Exp B; Encl., ,�� �G S' V �•�•.• �� 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 (d0 22$39 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 onthebottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide = will fit between the bottom'chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001la uplift at joints) except at=lb) TE O 17=339, 12=321. 7) Graphical does depict the the the the top bottom P % 'I�XNn •�(� pufin representation not size or orientation of pudin along and/or chord. F1 1 Q 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any s ,SOON particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. A; ���,, LOAD CASE(S) Standard 1) Dead+ Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Walter P. Finn PE No.22839 Uniform Loads (pit) MITek USA, Inc. FL Cert 6634 Vert: 1-3= 90, 3-4=90, 4-7=-90, 7-11=-90, 1-15=20, 13-15= 40, 11-13=-20 6904 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 ® WARNING -VM1Yd.sl9nparemMenamf REAO NOTES ON THIS AND INCLUDED MREKREFERANCEPAGEMl47479re1 IWJQaf5 BEFORE USE Design volid for use only with Meek® 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 Me applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek* Is olwaysrequired for Mobility and to prevent collapse with p=lble personal lnlury, and property damage. For general guidance regarding the storage, all erection and bracing of trusses and truss system% seeANSRRPII Quality Ci feda, DSB-89 and BCSI Building Component 6904 Parke East Blvd.fabrication, Safety lnfomlGtlolldvallable from Truss Plate Institute, 218 N. Lee Streat, Sun. 312, Alexandrlc, VA 22314. Tampa, FL 33610 Job7 Truss Truss Type Cry Ply T15995186 1477518 C16 Roof Special 1 1 Job Reference o tional Builders FirstSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 05:09:59 2019 Page 1 ID:cSZdj2C8txHARJ4gpwC?5rycOd0-?CdsmrgJO?fW OtSjLB34Du7CfpMeil3oxFEcgCmXDs 2.2-5 fi-3-8 15-0-8 19-3-0 23-5-8 25.7-7 2.25 41-3 2-4-0 6.5-0 U 4-2-8 2-1-15 Scale = 1:50.B 4x6 = 5 5x8 5xB = 6 Sz6 = 6.00 12 3 2x4 II 7 3x4 i 8 2 f r jv q 3z6 11 'dtl 5x8 = 3x4 = 16 15 14 13 12 11 10 ST1.SxB STP = 3.6 = 3x4 3xB = 46 = 2x4 11 2x4 II 3x4 = 7-00-8 2'2 5 6-3-8 8.7.8 15.0.8 193.0 O0 23.5.8 25-7J 740-80- - 3 4-1-3 2.4-0 6 4-2-8 4-2-8 2-1-05 Plate Offsets(XY)-- [t0-0-00-0-131 [3:0-6-00-2-8] f8:0-1-12Edgel [9:0-6-40-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TOLL 30.0 Plate Grip DOL 1.25 TO 1.00 Vert(L-) -0.08 12-13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.18 12-13 >999 240 BOLL 0.0 ' Rep Stress Incr YES WE 0.75 Horz(CT) 0.05 8 n1a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-SH Weight: 153 lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structure[ wood sheathing directly applied. BOT CHORD 2x4 SP No.2 "Except` BOT CHORD Rigid ceiling directly applied or 5-8-4 oc bracing. 7-10: 2x4 SP No.3 WEBS 2x4 SP REACTIONS. (lb/size) 8=1274/Mechanical, 16=1538/0-7-10 Max Horz 16=132(LC 12) Max Uplift 8=-241(LC 13). 16=-318(LC 12) FORCES. (lb) - Max. Camp:/Max. Ten. - All forces 250 (I e) or less except when shown. TOP CHORD 2-3=-1506/651, 3-4=-1760/863, 4-5=-1416/701, 5-6=-1371/735, 6-7=-2552/1268, 7-8=-2677/12ll BOT CHORD 13-15=495/1246, 12-13=-751/1790, 11-12=-544/1353, 8-9=-1057/2383 WEBS 2-16=-1433/778, 2-15=-592/1369, 3-15=-366/192, 3-13=436/939, 4-13=-686/399, 4-12=-732/414, 5-12=-330/66B,. 6-12=376/234, 6-11=-319/181, 9-11=-476/1203, 6-9=-571/1111 NOTES- (8) 1) Unbalanced roof live loads 2) Windt ASCE7-10; Vu60mph (3 second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; Exp B; Encl., ,�%�&,.��F{'P GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS ,���P.�, ........ for Lumber DOL=1.60 DOL=1.60 � E N S� reactions shown; plate grip �.�r 3) Provide adequate drainage to prevent water policing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. NO 22839 •,• 5)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where arectangle 3-6-0 tall by 2-0-0 wide * �• will fit between the bottom chord and any other members. — 6) Refer to girder(s) for truss,to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 It, uplift at joint(s) except (jt=1b) --0 >.'` This is designed individual building The this component for any i0 O 8) manufactured product as an component. suitability and use of building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. ilO•P\,,,� particular S . O Fi 1 ONAll Walter P- Finn PE No.22839 MITek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 O WARNING- Verify tleslgn PeremefereenEREAD NOTES ON TN/SANDINCLUDED MITEKREFERANCE PAGEMIF7473rev. 1GZf%cV15 BEFORE USE. • Design valld for use only wl}h Mnel� connectors. IDIs design Is based only upon parameters shown, and Is for on Individual building component not �t a hum system. Before use, the bulltling designer must veriy the appllcoblllN of design parameters and properly Incorporate this design Into the overall bulldingdesign. Bracing Indicated is to prevent buckling of Individual muss web and/or chord members only. Additional temporary cnd permanent bracing M[Tek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guldonce regarding the fabrication, storage, dekvery, erectlon and bracing of trusses antl hum systems, seeANSVMII OualNv Criteria, OSO-89 and BCSI Building Component 6904 Parke East Blvd, Satoty Infarmatbmvallabie from Truss Plate Institute, 218 N. Lee Sheet, Suite 312, Alexondrlo, VA 22914, Tampa, FL 33610 Job Truss Truss Type Cry Ply T15995187 1477518 C17G Roof Special Girder 1 1 Job Reference (optional) i MOrl rs FirstSmace. Plant Citv. FL 33566 8.220 s Nov 16 2018 MITek Industries. Inc. Fri Jan 11 05:10:01 2019 Pane 1 ID:cSZdj2CBtxHARJ4gpwG?SrycOdO-yblcAXrZydwEeAc6SY5YIJ4hwclpNP4PZik4z XDq _M-8-7-B 0-0 508 -0 23-5-8 I 25-7-712 428 4-2-8 2-1-151 222542-13 -0 428 Scale=1:51.6 46 = N N 6 N re r If ST1.5x8 STP= 3x6 = 3x6 =StA = 3x4 = 3x8 = 46 = 2x4 II 2x4 II LUS24 Plate Offsets (X Y)-- [1:0-0-00-0-13][3:0-6-0 0-2-81 [9:0-1-12 Edne] 110:06-4,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Mall L/d PLATES GRIP TOLL 30.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.08 13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.95 Vert(CT)-0.1613-14 >999 240 BCLL 0.0 ' Rep Stress [nor NO WB 0.50 Horz(CT) 0.05 9 n1a n/a BCDL 10.0 Code FBC2017/71PI2014 Matrix-SH Weight: 157111 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directlyapplied or34-10 oc purlins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 6-M oc bracing. 8-11: 20 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 9=1277/Mechanical, 18=1568/0-7-10 Max Horz 18=132(LC 8) Max Uplift 9=-252(LC 9), 18=-413(LC 8) FORCES. (lb) - Marc Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1192/348, 34=-1860/476, 4-5=-1849/412, 5-6=-1366/328, 6-7=-1367/339, 7-8=-2547/572, 8-9=-2681/526 BOT CHORD 16-17=-358)981, 14-16= 525/1915, 13-14=-362/1591, 12-13=-223/1366, 9-10=-450/2387 WEBS 2-18=-1469/411, 2-17=-323/1314, 3-17_ 633/150, 3-16— 245/1296, 4-16=893/205, 4-14=-380/186, 5-14=-65/284, 5-13=-671/254, 6-13=-198/805, 7-13=-396/165, 7-12=-311/93, 10-12=-200/1218, 7-10=-270/1093 NOTES- (11) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=3.Opst h=20ft; 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) This truss has been designed fora 10.0 pet bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opst 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. 6) Refer to girder(s) for truss to tress connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 9=252, 18=413. 8) Use Simpson Strong -Tie LUS24 (4-1 Od Girder, 2-1 Od Truss, Single Ply Girder) or equivalent at 4-1-12 from the left end to connect truss(es) to back 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). 11) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead+ Roof Uve (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plQ Vert: 1-3=.90, 34= 90, 4-6= 90, 6-9=-90, 1-11=-20, 9-10=-20 No 22839 =-at TE OF �•�OT c P _�.` 'mil� ����, Water P. Rnm PE No.22839 MRek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 ,&WARNING- Verily Easr9nperematersand READ NOTES ON TN/SANDINCLUDED MREHREFERANCEPAGEM&MA3mv. 111,1032015BEFORE USE. Design valld for use only with Mil connectors, This design is based only upon parameters shown. and is for an lndlvldual building component not a truss system. Before use, the building designer must verify the appllcablllry 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 Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guldonce regarding the fabrication storage, delivery, erection and bracing of humes and truss systems. seeANSVrPl1 Cuall1ryy CModo, DSS-09 and BCSI Building Component Sabty Informatbrgvolloble from Tatm Rate Institute, 218 N. Lee Sheet. Suite 312, Alexandria, VA 22314. �■' w` MOW 6904 Papa East Blvd. Tampa, FL 33610 Job Truss Truss Type Oty Ply T15995187 1477518 C17G Roof Special Girder 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 17=33(B) 8.220 s Nov 16 2018 MiTek Industries, Inc. Fit Jan 11 05:10:01 2019 Page 2 ID:cSZdj2CBtxHARJ4gpwC?5rycOd0-yblcAXrZydwEeAc6SY5YIJ4hwo1pAjP4PZjik4z XDq Q WARNING -Varhydeslgnparamet...d READ NOTES ON TNISAND/NCLUDEDMR KHEFENANCEPAGEM*74mmv. 1a 11158EFOHE USE valid for use only with MneM connectors, This design Is based only upon parameters shown, and Is for an IndMdual bulltling component, not Nit a truss system. Before use, the building designer must verlfythe applicability of deslgn parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of III muss web and/or chord members only. Addlflonal temporary and permanent bracing ss� MOW Is always required for stability and to prevent collapse wlth possible personal Injury and property damage. For general guidance regarding the D8B-89antl aC51 aultlha Component Safety Ntl. Infomra6ona aelable from Truss Plate lInstltute, 218 N. tee Street, Suite NZ Nexla�at, VA 22314.�pdo, Tampa, FLa 33510 Job Truss Truss Type City Ply T15995188 1477518 CJ2 Jack -Open 6 1 Job Reference o lional Builders FirstSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 05:10:02 2019 Page 1 ID:c5Zdj2C8txHARJ4gpwC?5rycQdQ-QnJ?OssBjw25FKBIOGdnrXdxEOaXvGREdDTGHXmXDp 2-0-0 2-0.0 Scale > 1:10.4 2x4 II 3 6.00 12 2 1 2x4 = 5 4 2x4 II PROVIDE BEARING CONNECTION(S) TO RESIST HORIZONTAL REACTION(S) SHOWN. ADEQUATE SUPPORT REQUIRED. 1-11-13 2-0-0 1-11-13 0-0-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TO 0.08 Vert(LL) -0.00 5 >999 360 MT20 244/190 TCDL 15.0 Lumber COL 1.25 BC 0.08 Vert(CT) 0.00 5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WE 0.07 Horz(CT) 0.00 Na n/a BCDL 10.0 Code FBC2017RPI2014 Matri%-P Weight: Bits FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6.0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Its/size) 3=0/Mechanical, 5=219/0-1-2 Max Horz 3=136(LC 1), 5— 136(LC 1) Max Uplift 5=-52(LC 12) Max Grav 5=219(1_13 1) FORCES. (lb) -Max. Comp:/Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Ops1; h=20ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exteror(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 nonconcurrent 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 boftom:chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of bass to bearing plate at I 1 "--Ir 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. `��& VISF1 P F by �j�' 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any ,�� `P�,.•• E.N ••. 2 particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. ,� V �C S No 22839 ' 90: TE OF .� .� �40R1Q.P�j�=O• Waiter P. Finn PE 11,102839 Mil USA, Inc. R. Cart 6634 61 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 A WARNING - Verily design parameters and READ NOTES ON THISAND INCLUDED MREKREFERANCEPAGEMIP74" rev. lassopLaIa BEFOREUSE. Design valid for use only with MReIkly connectors, This design Is based only upon parameters shown, and Is for an Individual buliding component, not ��- a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the Moroi] building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MITOW 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. sessANSVIPIT CualMy Cdloda, DSB-69 and SCSI Building Component e904 Parke East Blvd. Safety Informational from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexantlrla. VA 22 l4. Tampa, FL 33610 Job Truss Truss Type Oty Ply T16995189 1477518 CJ2F Jack -Open 2 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 5.22u s NOV T a 2U1 a Mr l ex Industries, Inc. Fri Jan it Ua:T U: W zu 1 s rage i I D:cSZdj2CBtxHARJ4gpwC75rycQdQ-LLtNbGtgUEAYIUmUaz8ONk961QwYejcNssCppzzw%Do Scale=1:10.9 2x4 = 6.00 12 2x4 11 PROVIDE BEARING CONNECTION(S) TO RESIST HORIZONTAL REACTION(S) SHOWN, 2x4 11 ADEQUATE SUPPORT REQUIRED. LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate. Grip DOL 1.25 Lumber DOL 1.25 Rep Stress met YES Code FBC2017/TP12014 CSI. TC 0.10 BC 0.10 WB 0.07 .Matrix-P DEFL. in Vert(LL) -0.00 Vert(CT) 0.00 FOR(CT) 0.00 (lose) Well L/d 5 >999 360 5 >999 240 n/a n/a PLATES GRIP MT20 2441190 Weight: 8lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-6 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ielsize) 3=0/Mechanical, 5=236/0-3-8 Max Harz 3=154(LC 1). 5=-154(LC 1) Max Uplift 5=-56(LC 12) Max Grav 5=236(LC 1) FORCES. (lb) -Max. Comp;/Max. Ten. -All forces 250 (Ib) or less except when shown. TOPCHORD 1-2=-268/229 BOTCHORD 1-5=-154/272 NOTES- (6) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf;, h=20ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces 6 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 20.0psf 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) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 1001le uplift at joint(s) 5. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI.TPI 1 as referenced by the building code. .. C E N g�'yti No 22839 ATE OF OR10P, ;111� Wafter P, Finn PE No22839 MITek USA, Inc. R. Cert6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 ,&WARNING-Verltydeel9n Peramefenaed READ NOTES ON THISANO INCLUDED MREKREFERANCEPAGEMO-74Ta IeV. IsAcI2015REFORE USE. Design valid for use only with MTekO connectors. TLIs 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 Me appllcablllfy of design parameters and properly Incorporate this design Into the overall building design. Bracing lndlcpted is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stabllity and to prevent collapse with passible personal Injury and property damage. For general guidance regarding the M!Tek' fabrication, storage, all erection and bracing of trusses and truss systems. seeANSUIPII CuallIryry efforts, DSB-69 and BCSI Building Compononf 51 Inform stionovollabie from Truss Note Institute, 218 N� Lee Street, Sulte 312, Alexandria. VA 22314. 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Oty Ply T75995190 1477518 CJ3 Jack -Open 15 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 C.4ZV s NOV 10 Lula MI I eR Inausuies, Inc. Fri aan 1155 V: 5 Zw is Page! ID:cSZdj2C8txHARJ4gpwC75rycOd0-LUNbCtgUEAyIUmUaze0Nk93xOtoejwNssCppz XDo ST1.5xa STP= Scale a 1:12.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.00 5 >999 360 MT20 244/190 TCDL is. 0 Lumber DOL 1.25 BC 0.27 Vert(CT) 0.00 4-5 >999 240 BCLL 0.0 ' Rep Stress hu YES WB 0.12 Horz(CT) -0.03 3 n/a n/a BCDL 10.0 Code FBC2017?PI2014 Matrix-P Weight: ll lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=-152/Mechanical, 4=-162/Mechanical, 5=637/0-7-10 Max Horz 5=68(LC 12) Max Uplift 3=-152(LC 1), 4=-162(LC 1), 5= 119(LC 8) Max Grav 3=23(LC 8), 4=39(LC 8), 5=637(LC 1) FORCES. (lb) -Max. Comp✓Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-380/389 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 old purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; 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 & 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 anyother 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 (jt=lb) 3=152, 4=162, 5=119. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. No 22839ir :9 •: A F It/Z �e'4`/S/1j0NA1-E Qp Walter P. Finn PE ND.Mli MiTek USA, Inc. FLCed 6634 6904 Parke East Blvd. Tampa FL 33610 Data: January 11,2019 QWARNING-Verify CeslSnpesurraera and READ NOTES ON TN/SAND INCLUDED MITEKREFERANCEPAGEMIF7473rev. tal03/L015 BEFORE USE. Design valid for use only with Mltok® connectors, Phis 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 Papacy 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 M)Tek Is always required for stablllfy and to prevemccllapsewlth possible personal injury and property damage For general guidance regarding the fabrication, storage, calvary, erection and bracing of trusses and truss systems seeANSTWII Quailly CMtrM, OSSd9 and SCSI Sul Component 6904 Parke East Blvd. Salary Informatbrnvdiabie from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T75995191 1477518 CJ31 Jack -Open 4 1 Jab Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 05:10:04 2019 Page 1 ID:cSZdj2CBIxHARJ4gpwC75rycOd0-MARIpYtSFYIpVeLh7hfFwyiC1 g6UNByX5WyNLPmXDn 1-11-4 3.0.0 1-11-4.0-12 6.00 12 Scale = 1:28.3 3 SO II 2 1 � 2x4 = 6 4 o 3x4 — N @ @ g 5 ST1.5xB STP= 1-71-4 4x6111 3.0.0 1-71-4 1-0-12 Plate Offsets (X Y)-- t1:0-0-0 0-0-51 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.39 VerftUQ -0.00 6 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.00 2 >999 240 BCLL 0.0 ' Rep Stress Incr YES WE 0.00 Hom(CT) -0.10 3 n/a n1a BCDL 10.0 Code FBC2017ITP12014 Matrix-R Weight: 161b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 2-5: 2x4 SP No.3 REACTIONS. (lb/size) 3=-198/Mechanical, 5=556/0-6-14, 4=-34/Mechanical Max Hors 5=68(LC 12) Max Uplift 3=-210(LC 21), 5= 25(LC 8), 4=-135(LC 12) Max Gras, 3=4(LC 8), 5=556(LC 1), 4=13(LC 10) FORCES. (lb) -Max. Comp:/Max. Ten. -All forces 250'111 or less except when shown. BOT CHORD 5-6=-504/343, 2-6=-482/184 NOTES- (6) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=3.Opst Irl Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extegor(2) zone; cantilever left and right exposed; end vertical left 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 for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for alive load of 21 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide willfit betweenbottom chord / IP i ��,i 4) Refer ogirderr(s) fortru s'totruss connections. Provide truss to bearing withstanding 100Ib uplift at joint(s) 5 except at -lb) ,,,`�� �R �/1/�7� * 5) mechanical connection (by others) of plate capable of 3=210, 4=135. `�� `Q.� V E.N$*'•-✓ ,� •��Ci e �'. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI Tat I as referenced by the building code. NO 22$39 P V7TE OF : �4[/, ii';ss'O N Ai, ��% Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 69M Parke East Blvd. Tampa FL 33610 Date: January 11,2019 ®WARNING -9eNfy Ebalgn parameters antl NEAO NOTES ON TNISAND INCLUDEDMR£KNEFENANCEPAGEMI47419rev. 7Nea2015aEFONEUSE. Deslgn valld for use only with Mnelc® connectors. This design Is based only upon parameters shown, and Is for an Indlvldual bullding component, not �1- a truss system. Before use, the bullding designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guldonce regarding the MiTek' fabrication, storage, delivery, erection and bracing of hudes and truss systems seeANSVIPII Sol Criteria, DSB49 and SCSI Building Component 6804 Parke East Blvd. Safety Nformatbrpvollable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 2231A Tampa, FL 33610 Job Truss T15995192 1477518 CJS ];�;����J.b eference o Whal Builders FIreISOar66, I'lent Ulty, FL JJbbb ST1.5x8 STP.= 2x4 II oeo ID:cSZdj2C8txHARJ4gpwC?5rycOd0-qM 70uu4OrOg6owlhOAUS9EPzDZe6dZgKAhwlrzw%Dm Scale = 1:19.9 LOADING (Pat) SPACING- 2-0-0 CSI. DEFL. in (too) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TO 0.31 Vert(LL) 0.01 4-5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.25 Vert(CT) 0.01 4-5 >999 240 BCLL 0.0 ' Rep Stress Inch YES WB 0.11 Horz(CT) -0.05 3 Na rVa BCDL 10.0 Code FBC2017/TPI2014 Matdx-P Weight: 181b FT=20% LUMBER - TOP CHORD 2x4 SP No.21 SOT CHORD 2x4 SP No.2', WEBS 2x4 SP No.31 .REACTIONS. ill 3-- Max Horz 5� Max Uplift 3= Max Grav 3- FORCES. (Ila) - Max. WEBS 2-5— NOTES- (6) 1) Wind: ASCE 7-10; VUIt= GCpi=0.18; MWFRS (at for reactions shown; Lur 2) This truss has been des 3) ' This truss has been de will fit between the acts 4) Refer to girder(s) for tm 5) Provide mechanical con 6) This manufactured prod particular building is the 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. :hanical, 4=-13/Mechanical, 5=489/0-7-10 12) 12), 4=-13(LC 1), 5=-65(LC 12) 1), 4=21(LC 3), 5=489(LC 1) Ten. - All forces 250 (Ib) or less except when shown. Omph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20f ; Cat. II; Exp B; Encl., ,lope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS Br DOL=1.60 plate grip DOL=1.60 led for a 10.0 psf bottom chord live load nonconcument with any other live loads. Ined 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 chord and any other members. to truss connections. ction (by others) of truss to bearing plate capable of withstanding 100 Be uplift at joint(s) 3, 4,.5. is designed as an Individual building component. The suitability and use of this component for any :ponsibility of the building designer per ANSI TPI 1 as referenced by the building code. 12 No 22839 9` OF ram' . < p R 1 O p' �N �e /0NA11 11, pp Wafter g Rnn PE No22639 Milk USA, Inc. A.Carl 6634 6904 Parke East Blvd. Tampa IF. 33610 Date: January 11,2019 AWARNING- VeNrydesignparametenendaE DNOTESONTHIS AND INCLUDED MRENREFERANCEPAGEMIP74nrov.10/OYlO15BEFOREUSE. Design valid for use only with Mnal10 connectors. This tleslgn Is based only upon parameters shown. antl Is for an Individual building component, not �� a truss system. Before use, the building designer must verify the appllcablllN of design parameters and properly Incorporate this tleslgn Into the overall building tleslgn. Bracing Indicated is to prevent buckling of Intllvltlual truss web and/or chord members only, Addhonal temporary and permanent bracing M!Tek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance mgarding the fabrication, storage, delivery, erection and bracing of busses and truss systems, seeANSVWII CualMMyy CMedo, DSB49 and BC91 Building Component 6904 Parke East Blvd. Safety tnformationovollobia from Truss Plate Institute, 218 N.. Lee Street, Sulfa 312 AlexontlAo. VA 22314. Tampa, FL 33610 Jab Truss Truss Type Ory Ply T15995193 1477518 CJ5A Jack -Open 2 1 - Job Reference (optional) Builders FirstSource, Plant City, FL 33566 ST1.5x8 STP= 2x4 II 8.220 s Nov 16201E Milek industries, Inc. Fn Jan 11 Ob:l U:07201e Pagel IJ4gpwC75rycOdO-ml6uRawKXTgOM54FppCyXaKIE1 FoaXCwUA1 ykzwXDk h Scale = 1:19.9 Plate Ottsets(XY)— f1:0-0-00-0-51 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.26 Vert(ILL) -0.00 1 6 >999 360 MT20 244/190 TOOL 15.0 Lumber DOL 1.25 BC 0.21 Vert(CT) -0.01 6 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(CT) -0.03 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 21 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 `Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 3-7: 2x4 SP No.3 10-0-0 oc bracing: 5-6. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=81/Mechanical, 5=-27/Mechanical, 8=489/0-7-10 Max Horz 8=108(LC 12) Max Uplift 4=-13(LC 12), 5=-52(LC 12), 8=-65(LC 12) Max Grav 4=81(LC 1), 5=22(LC 10), 8=489(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.. WEBS 2-8=334/324 NOTES- (6) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; Exp B; Encl., GCpi=0.18: MWFRS (envelope) and C-C Extefior(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) Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 1001b uplift at joint(s) 4, 5, 8. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. `� v F• �� No 22839 �otstA F ::4/: �. OR % �. 6904 Parke Fast Blvd. Tampa FL 33610 Date: January 11,2019 QWARNING-V6Wydesf9npercmctcnend READ NOTES ON THIS AND INCLUDED MmEKREFERANCEPAGEMIF7419rev. 100932015BEFOREUSE. Design valid far use only with Meek@ connectors. This design Is based only upon parameters shown, antl Is for an Individual bulltling component, not a truss system. Before use, the bullding tleslgner must very the applicabilty of design parameters and properly Incorporate this tleslgn Into the overallbulltling "90fae tleslgn. Bracing Indicated is to prevent buckling of individual truss web antl/or chord members only. Additional temporary antl permanent bracingIs always required for stability and to prevent collapse wlth possble personal Injury and property damage. For general guidance regarding the fabrication, storage. delivery, erection antl bracing oftrusses and frusssystems, seaANBVRII Qua[Xy Criteria, OSS-89 and SCSI Buli Component East Blvd. Safety Informatkfmvollable from RussPlate Institute, 218 N. Lee Street Suite 312, Alexantlrla, VA 22314. Tampa, FL 33610 Jo Truss Truss Type Oty Ply T15995194 1477518 CJ5B Jack -Open 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Nov 16 2018 MITek Industries, Inc. Fri Jan 11 05:10:08 2019 Page 1 ID:cSZdj2CBtxHARJ4gpwC75rycOdO-FxgGewxylmoFzFeSMXjB4oswl RaZJ_h608waUAzwXDi 2-fi-10 1 5-0-0 2-6-10 0.7.11 1.9.11 Scale = 1:22.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Well LJd PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.26 Ve art -0.01 7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.30 Ven(CT) 0.01 7 >999 240 BCLL 0.0 ' Rep Stress Incr YES W B 0.08 HOR(CT) -0.05 4 nta n/a BCDL 10.0 Code FBC2017/TP12014 Matriz-SH Weight: 261b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 1 BOT CHORD 2x4 SP No.2 *Except* 9-10,5-10: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 4=37/Mechanical, 5=17/Mechanical, 8=489/0-7-10 Max Ho¢ 8=108(LC 12) Max Uplift 4=-71(LC 12), 8=-65(LC 12) Max Grav 4=53(LC 19), 5=35(LC 3), e=489(LC 1) FORCES. (Ib) - Max. CompJMax. Ten. -AII forces 250 (lb) or less except when shown. WEBS 2-8=-245/274 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. JOINTS 1 Brace at Jt(s):6 NOTES- (7) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=3.Opsf; h=20ft; Cat. ll; 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 2) All plates are 2x4 MT20 unless otherwise indicated. 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 100lb uplift at joints) 4, 8. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. ........... E No 22839 ' -18IIIIItn1- Watter P. Finn PE No.22839 MITek USA, Inc. R. Cart 6634 6904 Parke East Blvd. Tampa R. 33610 Date: January 11,2019 ,&WARNING-Vadfydaslgnparematersane READ NOTES ON THISANU INCLUDED MGEKREFERANCEFAGEMI7473say. la/0.T11015 BEFORE USE. Design valid for use only with MlTek*� connectors. fits design Is based only upon parameters shown, and Is for on individual building component, not a huss system. Before use, the bulltling designer must verify the applicoblllty of design parameters antl properly Incorporate MI5 al lgn Into Me overall "9041'ast buildng design. Bracing indicated is to prevent buckling of lndlvidual truss web antl/or chord members only. Additional temporary antl permanent broc' Is always required for stabllity and to prevent collapse with possible personal Injury and property d For general guidance regarding the Sal In/o ar� era delivery,Ialymage. from Truss Plotte Irefil e, 218 K Lee Street. Suite 312, Alexandra NIll Quail 22314MOM, DSB-39 and BC51 Bu1tlNp Component Tal FL 3 610 Blvd. ob Truss Truss Type Cry Ply T15995195 1477518 CJ5S Jack -Open 2 1 Job Reference (optional) Builders RrstSource, Plant City, FL 33566 2x ADEQUATE SUPPORT REQUIRED. 8.220 s Nov 16 2018 MiTek Industnes, Inc. to Jan 11 05:10:09 2019 Page 1 ID:cSZdj2CBtxHARJ4gpwC75rycQdQ-j7EesGxa34w6bPDewEFQd7P4hmE2SCGEof7OdmXDi LOADING (psp SPACING- 2-0-0 C51. DEFL. in (too) Well I TCLL 30.0 Plate Grip DOL 1.25 TC 0.33 Ve 11 I( 0.01 3-4 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.21 Vert(CT) -0.01 3-4 >999 240 BCLL 0.0 ' Rep Stress ]nor YES INS 0.00 Horz(CT) -0.03 2 We n/a BCDL 10.0 Code FBC2017frP12014 Matrix-R 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) 4=160/Mechanical, 2=123/Mechanical, 3=36/Mechanical Max Horz 4=59(LC 12) Max Uplift 2=-68(LC 12), 3=-10(LC 12) Max Grav 4=160(LC 1), 2=123(LC 1), 3=58(LC 3) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:18.0 PLATES GRIP MT20 244/190 Weight: 11 lb FT=20% Structural wood sheathing directly applied or 3-1-8 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20h; 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 & 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 20.0psf 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 girders) 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, 3. 6) This manufactured product Is designed as an individual building component. The suitability and use of this component for any Particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 11111111lffl �♦`` ER P. ff,� . �.vG E NSF No 22839 A F :•✓1/� ......... O R ;AI10,11, fill Waiter P. Finn PE NIL22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa R. 33610 Date: January 11,2019 OWANNING- Verltydeslgnparametersand NERD NOTES ON TNISAND INCLUDED MREK8EFERANCEPAGEM/F7473rev. IGAIG& 156EFONEUSE Design valid for use only with MlreldD connectors. This design Is based only upon parameters shown, and Is for an IadIvldual bulltling component, not a truss system. Before use, the building designer must verify the appllcablllty of design parameters and properly Incorporate Ins tleslgn Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication Safety Intalmartlonavallable from Truss Plate Institute, 218 N. Lee Street. Suite 312, Read Prlpl. VMA 22314Modp, OSS419 and SCSI Bu14hp Component Tampa, FL 33610 hd Job Truss Truss Type Cty Ply T15995196 1 I%77518 CJ58 Jack -Open 1 1 .r, Job Reference optional) `. F,MAmc Punt cow FI Tg9RR 8.220 s Nov 16 2018 MITek Industries, Inc. Fri Jan 11 05:10:06 2019 Page 1 ID:cSZdl2CetxHARJ4gpwC75rycGd0-IYYVEEvin9YXkxV3F6hj7NnZKdv5r4ipYgRTOImXDI Scale = 1:21.5 ST1.Sx8 STP = 2.4 II LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.33 BC 0.21 WE 0.11 Matrix-P DEFL. in Vert(LL) 0.01 Vert(CT) 0.01 Horz(CT) -0.04 (too) Wall Ud 4-5 >999 360 4-5 >999 240 3 n/a Na PLATES GRIP MT20 244/190 Weight: 201b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-0 od pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=105/Mechanical, 4=5IMechanical, 5=506/0-7-10 Max Ho¢ 5=122(LC 12) Max Uplift 3=-72(LC 12), 4=-7(LC 12), 5=-68(LC 12) Max Gmv 3=105(LC 1), 4=41(LC 3). 5=506(LC 1) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (11 or less except when shown. TOP CHORD 1-2=-263/117 BOT CHORD 1-5=-94/260 WEBS 2-5=-376/378 NOTES- (6) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and night 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 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.Opsf on the bottom chord in all areas where a rectangle 3-0-0 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 100111 uplift at joint(s) 3, 4, 5. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 1 1 J�%.% leR P P"F ENSF:ti��'. j No 22839 Walter P. Finn PE No.22939 M1Tek USA, Inca R. Cent 6834 6904 Parka East Blvd. Tampa FL 33610 Date: January 11,2019 AWARNING -VerllydeslanpmametersendREADNOTES ONTN/SANDINCLUDED MRIEKFEFERANCEYAGEMIFTOT3rev. FaU 20150EFONEUSE Design valid for use only with Mnel� connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �� a huss system. Before use, the building designer must verify Me applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing lndIcdted is to prevent buckling of Individual truss web and/or chord members only, Additional temporary and permanent bracing MO Is always required for stability and to prevent collapse with posable personal Injury and property damage. For general guidance regarding the fabrication Sabo Nlormatbnovolloble hom Truss Plate Institute, 218 N. Lee Sheet, systems. to 312 Al�antl0ot, VGA 22314, DSB419 and BC51 Buldhp Component Tampa, FLe 33610 Ntl. Job Truss Truss Type City Ply 1 T15995197 1477518 CJ76 Jack -Open 1 1 Job Reference (optional) Builders FirstSoume, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 05:10:09 2019 Page 1 ID:cSZdj2C8uHARJ4gpwC75rycOdG-j7EesGxa34w6bPDewEFGd7P3dmW2RcGEof7OdmXDi 4-10-8 � 4-10-B 2-9-8 ST1.5x8 STP = 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 30.0 Plate Grip DOL 1.25 TO 0.39 Vert(LL) 0.08 6 >798 360 TCDL 15.0 'Lumber DOL 1.25 BC 0.32 Vert(CT) -0.11 6 >615 240 BCLL 0.0 IRep Stress Incr YES WB 0.10 Horz(CT) -0.04 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH 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 REACTIONS. (lb/size) 4=176/Mechanical, 5=72/Mechanical, 8=588/0-7-10 Max Ho¢ 8=1631LC 12) Max Uplift 4=-90(LC 12), 5=-30(LC 12), 8=-81(LC 12) Max Grav 4=176(LC 1), 5=79(LC 3), 8=588(LC 1) FORCES. (Ib) - Max. Comp:/Max. Ten. - All forces 250.(lb) or less except when shown. WEBS 2-8=-408/345 Scale = 1:26.5 PLATES GRIP MT20 244/190 Weight: 291b FT=20% 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. NOTES- (6) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0ps1; h=20ft; 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 2) This truss has been designed for a 10.0 lost 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 bottom chord in 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, 5, 8. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. WARNING -Verify deslgnparamefere and READ NOTES ON THIS AND INCLUDED MmEKREFERANCE PAGE MIF7479 rev. 1WO.VL015 BEFORE USE. E IV SF,Nti i��i ` No 22839 �9 tUTE OF u •�' 1 fc�pp Waiter P. Finn PE No.22839 MiTek USA, Inc. FL Geri 6634 6904 Parke Past Blvd. Tampa R. 33610 Date: January 11,2019 rent, not he overcli rmanent bracing me usses antl truss systems, meANSVIPII GuaIIM CMeM, DSB-09 and BCSI Building Component 6904 Parke East Blvd. 8 N. Lee Sheet, Suite 312, Alexandria, VA 22 14. 1 Tampa, FL 33610 Job Truss Truss Type Cry Ply , � T75995198 1477518 CJC Jack -Open 2 1 Job Reference (optional) Builders FiretSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 05:10:102019 Page 1 ID:cSZdj2C8tXHARJ4gpwC75rycOdQ-BKoO3cyDg02zDZogUXmf9DyJwEJBnuJPTSPhZ3=XDh 2-3-3 23-3 Scale=1:11.0 2X4 II 3 e.co 1z z r a 1 N 2X4 - 4 PROVIDE BEARING CONNECTION(S) TO RESIST HORIZONTAL REACTION(S) SHOWN. ADEQUATE SUPPORT REQUIRED. 2X4 II 2-3-0 2-33 2-3-0 P 3 LOADING (psf) SPACING- 2.0.0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.00 1 Nr 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.00 1 Nr 120 BCLL 0.0 ' Rep Stress Incr YES W B 0.07 Horz(CT) 0.00 Na n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 9lb FT=20% LUMBER- BRACING - TOP CHORD 2X4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-3-3 oc pur ins. BOT CHORD 2X4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3-70/Mechanical, 4=236/0-4-5 Max Horz 3=149(LC 1), 4=-149(LC 1) Max Uplift 4=-60(LC 12) Max Grav 4d236(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-263/225 BOTCHORD 1-4=149/266 NOTES- (6) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exledor(2) zone; cantilever left and right exposed ;C-C for members and fumes & 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 willfit betweenchord and o(s)fortrru �lER IPpl� 4) Refer st rusconnections.members. li �/�A �j�' 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joints) 4. `�� `p. •�G E Nq ••. 6) This manufactured product Is designed as an individual building component. The suitability and use of this component for any ,� V particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.�•. No 22839 :9 OF P �� O R 10 ##ONA„�` Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 601 6904 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 ® WARNING -VeNry design paremetersend READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MIP74Ta rev. iN0VP01tl BEFORE USE, Design valid for use only with Mltek® 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 oppllcabllity of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- Is always required for stability and to prevent collapse with possible personal injury and property domage, For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/IPD Quallry Criteria. DSB-69 and SCSI Building Component V14, 6904 Parke East Blvd. Safety Informationavallable from Bass Plate Institute, 218 K Lee Street, Suite 312 Alexcndria, VA 22 Tempe, FL 33610 Job Truss Truss Type Oty Ply T15995199 1477518 D01G Half Hip Girder 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 822U s NOV lti 2ul B MI I ex mausmes, inc. rrl Jan 11 un:i U:1 z zul s Speclel Sx8 = Special Special Special Special Special 16 17 4 18 19 Scale = 1:36.4 Speclel 3x8 = ST1.5x6 STP = LUS24 STl sx8 STP = 3x6 II Plate Offsets (X V)-- (1:0-0-0 0-0-131 (3:0-5-8 0-241 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/deft Ud PLATES GRIP TCLL 30.0 (Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.1110-11 >999. 360 MT20 244/190 TCDL 15.0 (Lumber DOL 1.25 BC 0.65 Ven(CT) -0.1910-11 >999 240 BCLL 0.0 ' IRep Stress Incr NO W B 0.82 Holz(CT) 0.06 6 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Weight: 1071b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 13-14,7-9: 2x4 SP No.3 WEBS 2x4 SP No.3' REACTIONS. (lb/size) 6=1382/0-7-10, 15=1447/0-7-10 Max Horz 15=151(LC 34) Max Uplift 6=-648(LC 5), 15=-579(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied, except and verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. FORCES. (lb) -Max. Comp:/Max Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1976/1025, 3-4=-2029/976, 4-5=-2029/976, 6-8=-1343/651, 5-8=-1296/641 BOT CHORD 2-13=-856/1668, 11-13=-933/1646, 10-11=-940/1653 WEBS 2-15=-1369/628, 3-10= 83/481, 4-10=828/392, 5-10=-1028/2126 NOTES- (12) 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=3.Opsf;. h=20ft; Cat. 11; 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 2x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 pat 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 6=648, 15=579. 8) Use Simpson Strong -Tie LUS24 (4-1Od Girder, 2-1 Old Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max, starling at 9-0-12 from the left end to'17-0-12 to connect truss(es) to front face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1781b down and 263 Its up at 7-0-0, 76 Ile down and 87 It, up at 9-0-12, 76 lb down and 87 Ile up at 11-0-12, 76 Ib down and 87 lb up at 13-0-12, 76 lb down and 87 lb up at 15-0-12, and 801b down and 1061b up at 17-0-12, and 1251b down and 1091b up at 19-0-12 on top chord, and 8316 down and 150 Ito up at 7.0-0 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). 12) This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 THISANDINCLUDED i Is based only uoor rev. 1a/ =IS BEFORE USE. Individual bulldina comoonE No 22839 9O: OF Walter P. Finn PE No.22839 MITek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 [a M!Tek' 69N Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Qly Ply T75995199 1477518 D01G Halt Hip Girder 1 1 Job Reference (optional) Builders Fir tSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 05:10:12 2019 Page 2 ID:cSZdj2C8txHARJ4gpwC?5rycQdQ-71wnUH_TM?IgSsyDbMo7Ee1 QN2rOFd6ixmuod=NXDf LOAD CASE(S) Standard Uniform Loads (pit) Vert: 1-3=-90, 3-5= 90, 1-14=-20, 9-13=-20, 6-7=20 Concentrated Loads (lb) Vert: 3=108(F) 11= 23(F) 4=-60(F) 10=35(F) 5_ 125(F) 16=-60(F) 17=-60(F) 18=-60(F) 19=-80(F) 20=35(F) 21=-35(F) 22=-35(F) 23=-16(F) ,&WARNING -Verity CeslgnparamefereanBREAD NOTES ON TN/SAND/NCLUDEDMREKREFERANCEPAGEMI74nmn 1Np,YRg15BEFORE USE. Design volld for use only with Mill connectors. This design is based only upon parameters shown, and is for on Individual building component,not �■' a fruss system. Before use, the buliding designer must verify the applicability of design parameters and proper y Incorporate this design Into the overall `r bulltlingtleslgn. Bracing Indicated is to prevent buckling of Individual truss web and/or Chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and properly damage, For general guidance regarding the fobricatlon, storage, delivery, erection and bracing of trusses and truss systems seeANSVI711 Goal CMorW, OSB-69 and SCSI Building Component 6904 Parke East Blvd. Safety Informallonavoilable from Truss Plate Institute, 218 N. Lee Sheet, Suite 312, Alexondrlo. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply - T15995200 1477518 D02 Half Hip 1 1 Job Reference (optional) builders I-Irstbource, Plam i FL 93b66 a.eeu s Nov 16 ema mI ex industries, inc. Fri dan ii ua:iu:la ema rage i ID:cSZdj2CBtxHARJ4gpwC75rycOd0-bvT9id_57JOX40XP94JMnrafzSBd 4BrgOdL9OmXDe 2-2-5 4-6-2 6.70-2 9-0-0 144.4 16.E-14 19-2-8 2-2-5 2-3-13 1.4.0 3d-14 1 5-1-4 2-5-00 2-740 4x6 = Scale= 1:36.6 3x4 = 2x4 11 4 5 6 1; ST1.Sx8 STP =. 2x4 II 2x4 11 ST1.SxB STP = 2.4 II 3x6 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.19 10-11 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.4010-11 >503 240 BCLL 0.0 ' Rep Stress Mor YES WB 0.77 Horz(CT) 0.10 7 n/a n/a BCDL 10.0 Code FBC2017TFP12014 Matril Weight: 1101b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* 12-13,8-10: 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 *Except* 6-7: 2x4 SP No.2 REACTIONS. (go/size) 7=91210-7-10, 14=118510-7-10 Max Horz 14=192(LC 12) Max Uplift 7= 224(LC 9), 14=-212(LC 12) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2= 270/173, 2-3=-1455/618,3-4=-1200/508,4-5=-1026/503, 7-9=-867/427 BOT CHORD 1-14=-106/268, 2-12=-628/1213, 11-12=-701/1189, 10-11=-451/890, 9-10=-438/943 WEBS 2-14=-1102/598, 5-9=-1032/565 Structural wood sheathing directly applied or 5-2-11 oc puffins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=l e0mph (3-second gust) Vasd=124rl TCDL=4.2psf; BCDL=3.Opsf; Irl 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 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed for a 10.0 pal 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 Ib uplift at joint(s) except 011=1b) 7=224, 14=212. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. J V F' No 22839 O R 10 P ONA � E�� 141101111, MlTek USA, Inc. FL Cart 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: January 11,2019 QWARN/NG-V.Hfydesl0ape..0MI..Od NEADNOTES ON THISAND/NCLGDEDMGEKNEFEHANCEPAGEMU7473rce 1a411420156EFOHE USE. Design valid for use only with We& connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �1' a truss system. Before use, Me building designer must verify the appllcablilty of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Intllvidual truss web and/or chord members only, Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the all erection and nstitute. of trusses and trues Suite OVA 22314MDM, OSed9 and SCSI Building Component East Nd. Safety Nfaanartbrpvoliabie from Truss Plate IIne; 218 N. Lee Street, 312, Alextontltlal. Tampa, FL 33610 Job Truss Truss Type Cry Ply T75995201 147751; D03 Half Hip 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 05:10:15 2019 Page 1 ID:cSZdj2CBtd-IARJ4gpwC75rycOd0-XHbv6JOLfwgFJKhoHVMgsGfyRFu0S3_8dk6SEGzwXDc 2-2-5 4-6.2 6.8.13 11.0.0 16.6.14 19-2.8 2-2-5 2.3-13 2-2-11 4-3-3 5-6-14 &7.10 5x6 = 3x6 = Scale = 1:40.0 1� 2x4 11 , 3x6 I1 _ Plate Offsets(XY)-- fi:0-0-00-0-13] [4:0-4-00-2-81 f5:Edge0-1-8] [8:0-4-80-1-8] LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.09 9-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.19 9-10 >999 240 BCLL 0.0 ' Rep Stress Incr YES WE 0.43 Horz(CT) 0.09 6 War n/a BCDL 10.0 ,Code FBC2017/TPI2014 Matrix-SH Weight: 112 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except' TOP CHORD 4-5: 2x4 SP No.1 BOT CHORD 2x4 SP N0.2 *Except* BOT CHORD 12-13,7-9: 2x4 SP No.3 WEBS WEBS 2x4 SP No.3 *Except* 5-6: 2x4 SP No.2 REACTIONS. (lb/size) 6=912/0-7-10, 14=1185/0-7-10 Max Harz 14'=232(LC 12) Max Uplift 6=-222(LC 9), 14=-216(LC 12) FORCES. (lb) -Max. Comp✓Max. Ten. -All forces 250 Inc) or less except when shown. TOP CHORD 1-2=-293/187, 2-3=-1412/594, 3-4- 1058/444, 6-8=-871/447, 5-8=-360/204 BOT CHORD 1-14=-142/291, 2-12=-62211200, 10-12= 737/1156, 9-10=-463/872, 8.9=.481/919 WEBS 2-14=-1092/599, 3-10=-318/313,4-10=-103/402, 4-8=-919/502 Structural wood sheathing direGtlyapplied or 1-7-8 oc puffins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Row at al 4-8 NOTES- (6) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=3.Opsf; h=20ft; 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 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcu front with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except at=lb) 6=222, 14=216. 6) This manufactured product is designed as an individual building component. The suitability and use of this component -for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. `IIIII I I IIfI/II/I .�`%%`IeR P Rz II4G i No 22839 Wafter P. Flnn PE N622839 MiTek USX Inc. FL Cart 6634 6904 Parke East Blvd. Tampa R.33610 Date: January 11,2019 A WARNING -Vedfly design parroersterssund READ NOTES ON THIS AND INCLUDED A&TEKREFERANCE PAGE Ml4]4T3askIsp320f5BEFORE USE, Hilt valid for use only with MnekO connectors, This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, fire building designer must verify Me applicability of design parameters and propery Incorperafe this design Into Me overall building design. Bracing Indicated is to prevent buckling of IndNltlual}mss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with passible personal Injury and property damage. For general guidance regarding Me fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVmII GualByCdMda, DSB49 and SCSI Building Component 6904 Parke East Blvd. Safety Informationovoilable from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria. VA 22314, Tampa, FL 33610 Job Truss Truss Type City Ply • T15995202 1477518 D04G Half Hip Girder 1 2 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 0510:16 2019 Page 1 ID:cSZdj2CBtxHARJ4gpwC75rycOd0-OU9HKfl zOEp6xUG_gCt3PUC7sfDkBPZI rOs7mjmXDb 2-2-5 4-6-2 7-0-12 11-11-7 15.6-0 16.6,14 19-2-8 2-2.5 2-3-13 2.6-00 410-71 3-6d0 b0-73 2.7-70 I 7x10= 2x411 6x8= Scale=1:41.4 6.00 12 1 , 2II ,2 _`,`[may,'-„',H 3x611 3.4 = : 73 14 ST1.5x8 STP= 2x4 11 3.6 II 5x6 11 10 18 19 9 20 Sx14'MT20HS WS = 1002 = HTU26 3x12 MT20HS II HTU26 HTU26 HUS28 21 8 10x12 = 3x6 HTU26 2x4 II HTU26 2x4 = 15 6x8 II Plate Offsets (X,`n-- 11:0-0-0,0-0-131 12:0,3-12,Edgel f4:0-8-0 0-2-81 f6:0-4-0 0-2-01 17:0-4-0 0-2-41 18:0-6-0 0-5-81 r9:0-3-8 0-6.41 111:0-6-4 0-1-81 LOADING (Pat) 'SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.91 Vart(LL) -0.16 9-11 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.30 9-11 >672 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.86 HOrz(CT) 0.09 7 n1a Pita BCDL 10.0 Code FBC2017/TPI2014 Matdx-SH Weight: 313 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.3 "Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1-13: 2x4 SP No.2, 2-10,7-10: 2x8 SP 240OF 2.0E 10-0-0 oc bracing: 7-8 WEBS 2x4 SP No.3 *Except* 6-15: 2x8 SP:'240OF 2.OE, 4-9,5-8: 2x4 SP No.2, 6-8: 2x4 SP No.i OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 14=7120/0-7-10, 7=8730/0-7-10 Max Hom 14=252(LC 8) Max Uplift 14=-2028(LC 8), 7=-2111(LC 5) FORCES. (lb) -Max. Comp!/Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3- 13668/4021,3-4=-8939/2301,4-5=-5275/1309,5-6=-5274/1309,6-7=-7682/1927 BOT CHORD 2-12=-3608/12189, 11-12=-3736/12126, 9-11=-3736/12126, 8-9=-2159/8124 WEBS 2-14=-6939/2073,3-11- 1443/3844,3-9=-4737/1839,4-9=-2125/7580,4-8=-4935/1490, 5-8=-267/160, 6-8=-2255/9056 NOTES- (13) 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 0-7-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-5-0 Co. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 3.11 2x4 - 1 row at 0-2-0 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; VUIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate gdp 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 psf bottom chord live load nonconcurrent with any other live loads. 7) `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. 8) Bearing at joint(s) 7 considers parallel to grain value using ANSI/ PI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jll 14=2028,7=2111. 10) Use Simpson Strong -Tie HUS28 (22-10d Girder, 8-1 Od Truss, Single Ply Girder) or equivalent at 7-0-12 from the left end to connect trusses) to back face of bottom chord. 11) Use Simpson Strang -Tie HTU26 (20-1 of Girder, 11-10dxl 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 9-0-12 from the left end to 17-0-12 to connect truss(es) to back face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. WARNING -Verify design peremefers and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MIF1413 m v. 1a40342111 BEFORE USE. Sign valid for use only with MneM connectors. This design Is based only upon parameters shown, and Is for an IndNldual bulltling component, not fuss system. Before use, Me bulltling designer must verify the appllcabliity of design parameters and properly Incorporate this design Into the overall tiding all Bracing Indicated Is to prevent buckling of Individual hum web and/or chord members only, Additional temporary and permanent bracing tiways required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the sl No 22839 Walter P. Ran PE No12839 MiTek USA, Inc. FL Cart 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 aion and bracing of hall huss systems, seeANSlnpII Cualey Cdtede, DSB419 card BCSI Buedbp Compenont 6904 Parke East Blvd, Truss Plate Institute, 218 N. We Sheet Suite 312, Alexandria, VA 22314. 1 Tampa, FL 33610 Job Truss Truss Type Cry Ply T75995202 1477518 D04G Half Hip Girder 1 2 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 05:10:17 2019 Page 2 ID:cSZdj2C8txiARJ4gpwC45rycOdO.UgjgX72cBXxzZegAOWOlxhklc3ZzwspR42bZJ9mXDa 13) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer periANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plp Vert: IA=-90, 4-6=-90, 1-13=-20, 7-12=-20 Concentrated Loads (lb) Vert: 11=-3075(B) 18=-2166(B)19= 2166(B)20=-2161(B) 21=-2109(B)22— 2093(B) ,&WARNING- Verltydsslgn Perelaetereend READ NOTES ON MIS AND INCLUDED MREKREFERANCEPAGEMIP74T3 my. ISUM2015SEFORE USE. Desgn valld for use only with MBasi connectors. This design Is based only upon parameters shown, and Is for an Indlvldual bulltling component, not a truss system. Before use, the bulltling designer must verlfy the appllcablllty of design parameters antl properly Incorporate this design Into the overall M9041!5ast bulltling design. Bracing Indicated is to prevent buckling of lndlvldual truss web antl/or chard members only. Addltlonal temporcry antl permanent bracingIs always required far stability antl to prevent collapse with passible personal lNury antl property damage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of trusses antl truss systems, seeANSUIPII QuolXy CMada, DSB-89 and BCSI Building Component Sol Nformatbrpvalloble from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexantlrla. VA 22314. M. Tempe, FL 33610 Job Truss Truss Type Or Ply T15995203 147751; E01G Hip Girder 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Nov 16 2018 Mil Industries, Inc. Fri Jan 11 05:10:18 2019 Page 1 ID:cSZdj2CBtxHARJ4gpwC75rycOd0-ysH21L2Eyr3gAnPNydvXUvHW RTvxfPxbJiL6rbmXDZ 7-01-4 3-6-11 5.0.0 740-B 10-9-0 72-6-2 15.9-0 i-11-4 1 1-7-7 1-5-5 2-10-8 240-8 1-9-2 3.2-14 5x6 = Special Scale = 1:38.5 Special Special Special Axe - 6.00 12 3 14 15 4 s qq1 6 EIX43x6 G dd 3x4 = 13 2x4 =V1 0 o o 3z4 =3x4 0 A e 11 e e Special LUS24 LUS24 9 i 10 B 3x4 II ST1.5xe STP= 3XB= ST1.5xBSTP= 3z4 = Special 3x6 II 1-11-4 3-2-143-((-11 5-0-0 7-10-8 10.9.0 12-6.2 15-9-0 1-71-4 1-3-100-`3- 3� 2-10-8 2-10.8 1-9-2 3.2+14 Plate Offsets (X Y)-- f1:0-0-0 0-0-131 (3:0-3-0 0-2-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.21 9-10 >497 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.62 Vert(CT) 0.21 9-10 >496 240 BCLL 0.0 ' Rep Stress Incr NO W B 0.48 Hord(CT) .0.00 8 n/a IM BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 104 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 5-4-10 oc bracing. 11-13: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 8=706/0-7-10, 10=758/0-7-10 Max Horz 10=44(LC 5) Max Uplift 8= 707(LC 5), 10=-761(LC 4) Max Grav 8=758(LC 20), 10=802(LC 19) FORCES. (Ib) - Max. Comp:/Max. Ten. - All forces 250.(lb) or less except when shown. TOP CHORD 1-2=-50/297, 3-4=-55/279, 4-5=-105/312, 5-6=-70/337 BOT CHORD 7-8= 806/886, 5-7=-736/849 WEBS 10-12=-369/208, 2-12=294/188, 3-10= 426/353, 4-9=-290/94, 5-9=-707/410 NOTES- (11) 1) Unbalanced oaf live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=20ft; Cat. 11; Exp B; Encl., cantileverleftexposed ;Lumber DOL=1.60 plate grip DOL=1.60 lP /P,,,,, 3) Provide adequate drainagelto prevent Goading.right ,,..% JER zv 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. - O%% Op •�• •E . "• ti 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 ,� �4-1 IV S F• �•• will fit between the bottom chord and any other members, with BCDL = 10.Opsf. �� 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift atjoint(s) except Qt=lb) N O 22839 8=707, 10=761. * 7) Use Simpson Strong -Tie LUS24 (4-1 Od Girder, 2-1 Od Truss, Single Ply Girder) or equivalent spaced at 1-7-8 oc max. starting at 7-0-12 from the left end to 8-8-4 to connect truss(es) to front face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. 9) Hanger(s) or, other connection device(s) shall be provided sufficient to support concentrated load(s) 1081b down and 192 lb up at i ; A\ F 4/ 5-0-0, 70 lb down and 44 lb up at 7-0-12, and 70 lb down and 44 Ib up at 8-8-4, and 108 lb down and 192 lb up at 10-9-0 on top 12lb down 288 lb 5-0-0, i O �i�'��• chord, and and up at and 121b down and 28816 up at 10-Bd on bottom chord. The design/selection of O R' Q P;.'N % such connection device(s) is the responsibility of others. . 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or hack (B). 11) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Wafter P.FlnAPE No.22839 LOAD CASE(S) Standard Welk USA, Inc. FL Cert6634 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 6904 Parke East Blvd. Tampa FL33610 Date: January 11,2019 AWARNING -Ved/ydeslanpamhxfenanEREADNOTESONTHIS AND INCLUDED MREKREFERANCEPAGEM/F7475rev.10/ai 015BEFOBEUSE. Design valid for use onlywith Milk connectors. This design Is based only upon parameters shown, and Is for an Individual bulltling component, not a truss system. Before use, the buliding designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is W prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the fabAcanon, storage, delivery, erection and bracing of hums and buss systems, seeANSWri Quiet NNyy CMado, DSB49 and SCSI Building Component Safety Informaflonavailoble from Tmss Plate Institute, 218 N. Lee Street Suite 312, 6904 Parke East Blvd. Tampa, Alexandria, VA 22314. FL 33610 Job Truss Truss Type Qty Ply T15995203 1477518 Eo1G Hip Girder 1 1 Job Reference (optional) Builders FimlSource, Plant City, FL 33566 8.220 a Nov 16 2018 MITek Industries, Inc. Fn Jan 11 031 Vatl -LU19 Vega 2 ID:cSZdi2C8txHARJ4gpwC?5rycQdQ-ysH21L2Eyr3gAnPNydvXUvH W RTvxlPxbJiL6rbmXDZ LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-90, 3-4= 90, 46=-90, 1-13=-20, 8-11=-20, 6-7=-20 Concentrated Loads (lb) Vert: 3=64(F) 4=64(F) 9=71(F) 14=-1(F) 15— 1(F) 17=71(F) Q WARNWG-yeHlydesfgnpareieets.ard READ NOTES ON MIS AND INCLUDED MDWKREFERANCE PAGE M/F74M.Y.. 10ou 016 BEFORE USE Oeslgn valid for use only with Mr I�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 bulltling design. Bracing Indicated is to prevent buckling of lndli huss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always th required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding e irslakall storage, delivery, erection and bracing of busses and truss systems, seeMSVrP]l CualMMyy Cmuda, OSl and SCSI Building Component Safety Infaveationsvallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 69N Parke East Blvd, Tempe, FL 33610 Job Truss Truss Type City Ply • T15995204 1477518 E02 Hip 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL33566 8.22U S NOV 16 ZU16 MI I ex Inc. Fn Jan 11 uS:l unu 2UTe 5x6 = 5XG = ST1.5x8 STP = ST1.SxB STP = 6.8 = Scale = 1:42.2 LOADING (psQ SPACING- 2.0-0 CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.02 9-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.03 B-9 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.72 Horz(CT) 0.00 8 rda n/a BCDL 10.0 (Code FBC2017/rP12014 Matrix-SH Weight: 11111a FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pur ins. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 11-13: 2x4 SP No.3 10-0-0 oc bracing: 9-10,8-9. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 10=883/0-7-10, 8=849/0-7-10 Max Hom 10=-60(LC 8) Max Uplift 10=-168(LC 8). 8=-161(LC 13) Max Gmv 10=883(LC 1), 8=852(LC 24) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 5-6= 307/341 BOT CHORD 7-8=-552/634, 5-7=489/483, 6-7=-219/307 WEBS 10-12=-411/410, 2-12=-409/399, 3-10=-327/67,4-8=-312189 NOTES- (8) 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=3.Opsf; Irl 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) Provide adequate drainage to prevent water pending. 4) All plates are 3x4 MT20 unless otherwise Indicated. 5) This truss has been designed fora 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 3-64) 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 1001b uplift at joint(s) except 01=11b) 10=168,8=161. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. No 22839 33. 8ONA11 ,%,0�, Walter P. Rml PE No.22839 MRek USA, Inc. R. Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Dale: January, 11.2019 O WARNING- Vedlydesign pammefersand READ NOTES ON MIS AND INCLUDED MREKIREFERANCEPAGEMI414".. fNa'ssOISBEFORE USE Design valid for use only with MRek® connectors. This design Is based only upon parameters shown, and Is for on Individual building component, not a truss system. Before use, the bullding designer must verify the applicability of design pommeters and properly Incorporate this design Into the overall bullding design. Bracing lndlcoted is to prevent buckling of individual truss web and/or chord members only, Additional temporary and permanenibraaing Is always required for stability and to prevent collapse with passible personal Injury and property damage, For general guidance regarding the fabrication, storage, delivery, erection and bracing of musses and buss systems, socANSUIPI I Quality Cdfeda, DSO-89 and SCSI Bull Component Safety mformatbrcavallable from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexontlrla. VA 22114, MiTek' 6904 Palle East Blvd. Tampa, FL 33610 Job Truss Truss Type Cry Ply ` T15995205 1477518 E03 Common 1 1 Job Reference (optional) ` Builders FlrstSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Fit Jan 11 05:10:202019 Page 1 ID:cSZdj2CetxHARJ4gpwC75rycOd0-uFOoA04UUSJY05Z132x?ZKMtgGZ67POtmOgDvUMXDX N5 10-6-14 1140.12 5-11-0 4-7-10 1-3-14 6.00 12 3x6 44 = ST1.5xB STP = ST1.SxB STP = 2.4 11 6x0 = 5x6 = 1-P1o1HT 10-6-14 testa 8-11.7 Scale: 1/4'=1' LOADING (psf) SPACING- 2-0-0 CS'. DEFL, in (led) /dell Ud PLATES GRIP TCLL 30.0 Plate Gdp DOL 1.25 TC 0.66 Vert(LL) -0.21 5-6 >513 360 MT20 244/190 TCDL 15.0 LumberDOL 1.25 BC 0.76 Vert(CT) -0.36 5-6 >296 240 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 791b 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 WEBS REACTIONS. (lb/size) 6=641/0-7-10, 5=628/0-7-10 Max Horz 6=-55(LC 10) Max Uplift 6=-109(LC 12), 5= 113(LC 13) FORCES. (lb) -Max. Comp:/Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-5=365/375 WEBS 2-6=-318/237, 1-6= 169/317 Structural wood sheathing directly applied or 6-0-0 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Row at midpt 2-6, 2-5 NOTES- (6) 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=3.Opst h=20ft; 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 & 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 nonconcunent with anyother live loads. 4) • This truss has been designed for a live load of 20.0ps1 on the bottom chord in 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 beading plate capable of withstanding 1001b uplift at joint(s) except at -lb) 6=109, 5=113. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. J S� .��G E ........ 8F No 22839 XG :* :9 OF O R I Q p�`SS/ONA' ,i�,-W` Waiter P, Ron FIE N6.22839 MiTek USA, Inc. FL Geri 61334 6904 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 OWARNING- Verlrydeslan I..Rrsand READNOTES ON THISAND INCLUDED MITEK REFERANCE PAGE M/47473rey. 1Na.Y1a15eEFORE USE. Wit valid for use only with MBek® connectors. This design Is based only upon parameters shown, and Is for on Individual building component, not a truss system. Before use, the bullring designer must verify the applicability of design parameters and properly Incorporate ihls design Into the overall building design. Bracing Indicated is to prevent buckling of lndlvldual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stebillN end to prevent collapse with possible personal Injury and property damage. For general guidance regardIng the Safety lnfoanar�� tlallable from Truss Plate Instit, erection and ute. 218 N. Lee Sof trueses andtreet,, uss Suite 312, Al�ana'Pa.. VII A 22314Meda, OSB419.and BCSI Building Component Tampa, FL 3361Blvd. Job Truss Truss Type Cry Ply ` T15995206 1477518 E04 Common 1 1 Job Reference (optional) Builders FirstSoume, Plant City, FL 33566 8.220 s Nov16 2018 MiTek Industries, Inc. Fri Jan 11 05:10:21 2019 6.00 12 3x6 4x6 = Scale: 1/4°=1' ST1.5x8 SIP = ST1.5x8 STP = 2x4 116.8 = 3x6 = 1310117) 10614 1310 a-11-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Wall Ud TCLL 30.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.21 4-5 >513 360 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.36 4-5 >296 240 BCLL 0.0 ' Rep Stress Inor YES WB 0.13 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matdx-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD WEBS REACTIONS. (lb/size) 5=653/0-7-10, 4=478/0-7-10 Max Horz 5=60(LC 12) Max Uplift 5= 103(LC 12), 4=-100(LC 12) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5= 335/209, 1-5=-168/316 PLATES GRIP MT20 244/190 Weight: 771b FT=20% Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Row at midpt 2-5, 2-4 NOTES- (6) 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=3.Opsh h=20ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exledor(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 3) This truss has been designed for a 10.0 last 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 5=103, 4=100. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. WARNING -Verity design elan valltl to, use oniv W not .` P ..... G E IV SF No 22839 Wafter P. Finn PE No22839 MITek USA. Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 t trusses and fruss systems, seeANSVWII Quality Criteria, DSB.B9 and BCSI Building Component 6904 Parke East Blvd. 218 N. Lee Street, Suite 312, Alexondrlo, VA 22314. 1 Tampa, FL 33610 Job Truss Truss Type City Ply ' T15995207 1477518 EJ4 Jack -Open 1 1 Jab Reference (optional) Builders FirstSource, Plant City, FL 33566 6.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 05:10:22 2019 Page 1 ID:cSZdj2C8txHARJ4gpwC75rycOd0-gdWZbi5k74ZGfPiSBT TeISJx4MSbJuAEKJJ MzwxDV 4-4-0 4.4.0 ST1.5x8 STP= LOADING (psf) (SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud TCLL 30.0 Plate Grip DOL 1.25 TC 0.29 Ve art 0.00 4-5 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(CT) 0.01 4-5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) -0.05 3 rJa We BCDL 10.0 'Code FBC2017/TPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3_24/Mechanical, 4=-37/Mechanical, 5=483/0-7-10 Max Horz 5=95(LC 12) Max Uplift 3- 43(LC 12), 4=-37(LC 1), 5=-71(LC 8) Max Grav 3=31(LC 19). 4=15(LC 8), 5=483(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-328/332 Scale = 1:16.2 PLATES GRIP MT20 244/190 Weight: 151b FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-4-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; 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 & MW FRS 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, 4, 5. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. �%If OP—R I P%,F/ i i No 22839 Walter P. Finn PE No22839 Mll USA, Inc. FL Cal 6634 6904 Parke East BNd, Tampa FL 33610 Date: January 11,2019 Q WARNING -Vv1rydesl9nparemetersend READNOTES ON THISAND INCLUDED MREKREFERANCEPAGEMO-7478rev. 16NaR015BEFORE USE. Design valid for use only with vil connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not ��' a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual buss web and/or chord members only. Addltlorwl temporary and permanent bracing MOW MOW Is always required for stablity, and to prevent collapse with possible personal Injury and property damage. For general guldcnce regarding the fabrication: storage, delivery, erection and bracing of busses and huss systems seeANSVIPi I Quality Clearb, DSB49 and BCSI Bultlbp Component 69N Peck. East Blvd.InformationalSafetyInformationalfrom Truss Plate Institute, 218 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply • T15995208 1477518 EJ5 Jack -Open 1 1 Job Reference (optional) 'Builders FirstSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 05:10:23 2019 Page 1 ID:cSZdj2C8txHARJ4gpwC75rycOd0-Ig4xo26NmNh6HZIKIAViBy UOUjrKmOKS 2tWpzwXDU 5.0.0 5.0.0 Scale =1:17.8 3 6.00 12 2x4 2 qq � 4 N m 1 2x4 = d p- 4 s ST1SxB STP = 1-10.8 59-1f 2„�21$-5 1-10.8 �b-9�1� 2.9-17 Plate Offsets my _ 1:0-0-0 0-0-5 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.31 VartfLL) 0.01 4-5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.25 Vert(CT) 0.01 4-5 >999 240 BCLL 0.0 ' 1 Rep Stress Incr YES W B 0.11 Horz(CT) -0.05 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Mal Weight: 18lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins. BOT CHORD 2x4 SP No2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=68/Mechanical, 4=-13/Mechanlcal, 5=488/0-7-10 Max Horz 5=108(LC 12) Max Uplift 3=-58(LC 12), 4=-13(LC 1), 5=-65(LC 12) Max Grav 3=68(LC 1), 4=21(LC 3), 5=488(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. WEBS 2-5= 348/353 NOTES- (6) 1) Wind: ASCE 7-10; Vull=160mph (3-second gust) Vasd=124mph; TCDL=42pst BCDL=3.Opsf; h=20f1; Cat. ll; Exp B; Encl., GCpl=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) 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide willfit bottom n any other members. R 1P 1 "If 4) Referbetween ogirder(s) formu s to trussconnections.d 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 3, 4, 5. ,`,`,�� Ae ', 6) This is designed individual building The this for �� `p.� V •�G E./V S ••. �i� manufactured product as an component. suitability and use of component any ,�� �' F •'. �� particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. �� No 22839 411 So O R IV..** N �i,44s/0NA' Walter P. Finn PE No22839 MiTek USA, Inc. FL Cart 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: January 11,2019 ®WARNING-Vetlry EealSa Par.dxr,,.d READNDiES ON TNISANDWCLUDEDMREKREFERANCEPAGEM/N4M.. IMM15eEFOREUSE Design valid for use only with MrsskO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not ��- a t. system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for ra lllty and to prevent collapse with possible personal Injury and property damage. For general guidance regro ing the fabrication, storage, delivery, erection and bracing of trusses and truss systems, meAN991P11 QuiXy CMu1p, DSO-89 and SCSI auldhp Component 6904 Page East Blvd. Safety Infmmationovollobie from Truss Plate Institute, 218 N. We Sheet, Suite 312, Alexantlr o, VA 22314. Tampa, FL 33610 Job Truss Truss Type Cry Ply • T15995209 1477518 EJSE Jack -Open 4 1 Job Reference (optional) `Builders FirstSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 05:10:24 2019 Page 1 I D:cSZdj2C8txHARJ4gpwC?5ryc0d0-nOeJ?077XhpzuitXluOxkAXfeu?03DMTheo02FMXDT 1-11-4 5-0-0 141-4 3.0-12 Scale = 1:33.1 6.00 12 3 31 i 2 n n N 1 yq n d 21 = 7 54 16 2x4 f f . 6 ST1.5x8STP= 2x4\\ 2x4 II 1-11-4 5.0-0 1-11-4 31 2 Plate Offsets MY)— — 1:0-0-0 0-0-5 LOADING (psf) SPACING- 2-0-0 C51. DEFL. in floc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) -0.00 5-6 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.01 5-6 >999 240 BCLL 0.0 ' Rep Stress Incr YES W B 0.10 Hop(CT) -0.01 3 n/a I BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 29 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2'Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 2-6: 2x4 SP No.3 10-0-0 oc bracing: 4-5. WEBS 2x4 SP No.3 REACTIONS. IIWsize) 3=87/Mechanical, 6=470/0-6-14, 5=-14/Mechanical Max Horz 6=108(LC 12) Max Uplift 3=:46(LC 12), 6=-19(LC 8), 5=-143(LC 12) Max Gray 3=87(LC 1), 6=470(LC 1), 5=38(LC 10) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. BOT CHORD 6-7=-444/180, 2-7=-419/97 WEBS 2-5= 119/333 NOTES- (6) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left elposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 his truss has been ned for ve load nonconcurrent th any ve loads. llrectangle TThis olost truss has been designed oar a live load of 20.Opsf on the bottom chord in all alreas whelre aer 3) 3-6-0 tall by 2-0-0 wide fit between the bottom chord %%%! VJER P. will and any other members. �% `p.V '�G ••. �0 4) Refer to girder(s) for truss to truss connections. ,�� V . E N S �' F ••. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 3, 6 except (jt=lb) �� �� 5=143. No 22839 6) This manufactured product is designed as an individual building component. The suitability and use ofthis component for any = * �• �. particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 41/ P : N_��� FS • O R 1 G . E� �NAf %% Waiter P. Finn PE N022839 MiTek USA, Inc. FL Cate 6334 6904 Poll East Blvd, Tampa FL 33610 Date: January 11,2019 A WARNING - Verily design pmamifen and READ NOTES ON MIS AND INCLUDED MITEKREFERANCE PAGE ASTgp rev. mail BEFORE USE. Design valid for use only with Mnek® 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 Drapery Incorporate this design Into the overall building design. Bracing indicated 6 to prevent buckling of lndNldual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of homes and truss systems, segANSVrPl1 Quality Criteria, OSB419 and BC51 Building Corporal Safely Inlormatbrpvailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314, 6904 Parke East Blvd. Tempe. FL 33610 Job Truss Truss Type Qty Ply ' T15995210 1477518 EJ5S Jack -Open 1 1 Job Reference (optional) ` Builders FirstSoorce, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 05:10:25 2019 Page 1 ID:cSZdj2C81xHARJ4gpwC?5rycQdQ-FCChDk8d17xgWs5jsbXAGN3pfH(Doh9cwlXyhMXDS 3-1-8 3.1.8 Scale=1:18.0 2x4 3x4 II ST1.54 STP 3-1-8 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Joe) Well Ud PLATES GRIP TOLL 30.0 Plate Grip DOL 1.25 TO 0.33 Vert(ILL) 0.01 3-4 >999 360 MT20 244/190 TOOL 15.0 Lumber DOL 1.25 BC 0.21 Ven(CT) -0.01 3-4 >999 240 BOLL 0.0 ' Rep Stress Inor YES WB 0.00 Hom(CT) .0.03 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-R Weight: 11 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-8 no pudins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=160/0-7-10, 2=123/Mechanical, 3=38/Mechanical Max Horz 4=59(LC 12) Max Uplift 2=-68(LC 12), 3=-10(LC 12) Max Gray 4=.160(LC 1), 2=123(LC 1), 3=58(LC 3) FORCES. (Ib) -Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (6) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=3.Opsf; h=20ft; 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 2) This truss has been designed for a 10.0 fast 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 100lb uplift at joints) 2, 3. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. WARNING- Verity design paremelers and READ NOTES ON THIS AND /NCLUOEO MREK REFERANCE PAGE MX74" rev. 10=015 BEFORE USE. sign valid for use only with Mink® connectors. This design Is based only upon parameters shown. and Is for an IndNidual bullding component, not 11111111111// � �.ER P.F V�i E MS�.L�Y ��i10 No 22839 fil Parke Fast Blvd. Tampa FL 33610 Data: January 11,2019 69N Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Oty Ply • T75995211 1477518 EJ7 Jack -Open 25 1 Jab Reference o tional Builders FirslSourcs, Plant City, FL 33566 ST1.5xS STP= 2x4 II 8.220 s Nov 16 Zulu MI I ex industries, induses, Inc. rn dan uo:l u:eo 2019 rage 1 ID:cSZdi2C81xHARJ4gpwC75rycOd0-FCChDk8dl4xgWsSjsbXAGN3n7.HOvoflm l)(-bhzwXDS Scale = 1:24.7 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.46 Ven(LL) 0.03 4-5 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.21 Vert(CT) -0.03 4-5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WE 0.14 Hom(CT) -0.06 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 24 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=170/Mechanical, 4=35/Mechanical, 5=558/0-7-10 Max Ho¢ 5=149(LC 12) Max Uplift 3=-99(LC 12), 4=-B(LC 12), 5=-76(LC 12) Max Grav 3=170(LC 1), 4=75(LC 3), 5=558(LC 1) FORCES. (lb) - Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-333/141 BOT CHORD 1-5=-109/304 WEBS 2-5=-45B/460 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pur ins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opst h=20tt; Cat. II; 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 & 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 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 truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 3, 4, 5. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. � eR C E fV ! F4V No 22839 ir QL A F t��/? 1 O R Waiter P. Rnn PE No.22839 MITek USA, Inc. R. Cert 8634 6904 Padre East Blvd. Tampa R. 33610 Date: January 11,2019 ®WARNING.Vedly design parametemend READ NOTES ON TN/SANO/NCLUDED 111I(EKNEFEBANCEPAGEMIF7473 rev. 10TI2015BEFOREUSE valid for use only with Mlfel0 connecbrs. this design Is based only upon parameters shown, and s for an IndlOdual bullding component, not Of a truss system. Before use, the bullding deelgner must verify the oppllcablllN of design parameters and properly Incorporate this design Into the overall bullding design, Bracing Indicated is to prevent buckling of lndNldual truss web and/or chord members only, Additional temporary and permanent bracing MiTek- Is always real for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the delivery,DS849 and out auldhp Component 1a Blvd. Tampa, Safety Inloenartlona from Truss Plate (Institute, 218 N. Lea Street, Suite 312 Ne ot, VGA 22314.Mnla, FL 3361 Job Truss Truss Type Cry Ply ' T15995212 1477518 EJ7A Jack -Open 9 1 Job Reference (optional Builders FirstSource, Plant City, FL 33566 8.220 s Nov 162018 MiTek Industries, Inc. Fri Jan 11 05:10:26 2019 Page 1 ID:cS2dj2C8txHARJ4gpwC?5rycQdQ-jPm3Q48F313h801vQ12Ppbc PhjQX7tm9xHX78WXDR 4.6.2 7-0.0 4-6-2 2-5-14 ST1.5x8 STP = 2x4 II LOADING (psf) SPACING- 2-0-0 Cat. DEFL. In (too) I/dell Ud TOLL 30.0 Plate Grip DOL 1.25 TC 0.33 VatI(LL) 0.05 6 >999 360 TOOL 15.0 Lumber DOL 1.25 BC 0.26 Ven(CT) -0.06 6 >953 240 BOLL 0.0 ' Rep Stress Incr YES WE 0.10 H0rz(CT) -0.03 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH 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 REACTIONS. (lb/size) 4=150/Mechanical, 5=55/Mechanical, 8=558/0-7-10 Max Horz 8=149(LC 12) Max Uplift 4=-80(LC 12), 5=-26(LC 12), 8— 76(LC 12) Max Gray 4=150(LC 1), 5=65(LC 3), 8=558(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. WEBS 2-8=-379/330 Scale = 1:24.7 PLATES GRIP MT20 244/190 Weight: 27 Ib FT = 20 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. NOTES- (6) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; 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 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 10016 uplift at joints) 4, 5, e. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. C .......... E N !R��y ft No 22839 -1.11111111111' Waiter P. Pro PE Nd.22839 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 ,O WARNWG-Vedfydeslgnpareinefw,.dREAD NOTES ON THIS AND INCLUDED MR£KREFERANCEPAGEMI474Tarsvv, 16Po11 BEFORE USE. Design valid for use only with MRek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a huss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into Me overall "901, bullding design. Bracing Indicated is to prevent buckling of Individual truss web and/Or chord members only.. Adtlitional temporary antl permanent bracing Is always required for stability antl to prevent collapse with posslble personal Injury antl property damage, For general guidance regarding the ' fabrication, storage; delivery. erection antl bracing of trusses antl huss systems, seeANSUIPII Quail11y CObRo, OSBd9 antl BC61 Bultlhp Component SaM1ry mformatbnovolloble from miss Plate Institute. 278 N. Lee Sheet Suite 312, Alexandria, VA 22314. ast Blvd. Tampa, FL 33610 Job Truss Truss Type City Ply T15995213 1477516 EJ7B Diagonal Hip Girder 1 1 Jab Reference (optional) Builders FirslSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries. Inc. Fri Jan 11 05:10:28 2019 2x4 II 12 2x4 II Special Scale = 1:30.1 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress lncr NO Code FBC2017/TPI2014 CSI. TC 0.91 BC 0.79 WB 0.06 Matrix-SH DEFL. in (too) Vdefl Ud Vert(LL) 0.16 5-6 >514 360 Vert(CT) 0.18 5-6 >450 240 Hoa(CT) -0.17 4 n/a File PLATES GRIP MT20 244/190 Weight: 41 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc purrins. BOT CHORD 2x4 SP NO.3 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 1-7,5-6: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=236/Mechanical, 5=78/Mechanical, 8=632/0-10-7 Max Horz 8=149(LC 4) Max Uplift 4=-158(LC 8), 5=-32(LC 8), 8=408(LC 4) Max Grav 4=236(LC 1), 5=109(LC 3), 8=667(LC 35) FORCES. (Ib) -Max. CompJMax Ten. -All forces 250 (lb) or less except when shown. TOPCHORD 1-2=-195/309,2-3=-187/291 BOT CHORD 3-7= 289/84 WEBS 2-8=-307/205 NOTES- (8) - 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opst h=20ft; Cat. 11; 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 1 11 f fff will fit between the bottom chord and any other members. 11111� \\\\ 1:EB P. 4) Refer to girder(s) for truss to truss connections. 5) Provide \%% `F........... E ' % mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift atjoint(s) 5 except (jt=1b) 4=158, 8=408. ,\ V�G •. �� V F '•• `\ �� 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated loads) 501b down and 69lb up at ••� NO 22839 4-2-15, 68 lb down and 279 lb up at 4-2-15, and 89 Ib down and 96 Ib up at 7-0-14, and 89 Ib down and 60 Ib up at 7-0-14 on top 25 Ib down * �' chord, and and 131b up at 4-0-13, 34 lb down and 191 Ib up at 4-0-13, and 481b down and 43lb up at 7-0-14, and 9 lb down at 7-0-14 on bottom'chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any i!% •, S ;' particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. %� �n.�• P l��(� �I�l` LOAD CASE(S) Standard R ��.•'•G.�,\\ �I SS/ • 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 1 �� \\\ �."1f8111 Uniform Loads (pit) I sti , Vert: 14— 90, 1-7=-20, 5-6=-20 Concentrated Loads (lb) Waiter P. Rnn PE No.22839 Vert: 7=114(F=9, 8=105) 3=109(B) 13=-49(F) 14=-44(F) MiTek USA, Inc. FL Cart 6634 6904 Parke Fast Blvd. Tampa R. 33610 Date: January 11,2019 Q WARNING- Verity Eeslgn Parameters antl READ NOTES ON THISAND INCLUDEDMREKREFERANCEPAGEMX74Ta roe 14Po1/10156EFORE USE. Design valid for use only with Mne1S connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a from system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall buffering design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and huss systems, seeAN5U1Pi1 DualNNyy Cittoda, D5B-09 and BC51 Building Component 6904 Parke East Blvd. Safety Nformalbnavollable from Truss Plate Institul9, 218 K Lee Sheet Suite 312, Aloxantlrla, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply ' T15995214 1477518 EJA1 Jack -Open 1 1 Job Reference (optional) builders I-Imebource, Plant Uny, rL kcsbbb a.Lzu s NOV I 2u16 Ml IeK mauslnes, Ina. rn Jan 11 uba u:2b 2ula rage 1 ID:cSZdj2CBtxHARJ4gpwC75rycOd0-fntgrlAVbwJPN KAIXj4tuOhNgVTE72v3cFmeBOmXDP 1.1-8 1.1.8 6.00 12 2x4 1 2x4 II Scale = 1:13.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TIC0.08 Vert(LL) 0.00 4 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 4 >999 240 BOLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-R Weight: 5lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-1-8 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. REACTIONS. (Ib/size) 4=53/0-7-10, 2=42/Mechanical, 3=11/Mechanical Max Horz 4=20(LC 12) Max Uplift 2=-31(LC 12), 3=-11(LC 12) Max Gmv 4=53(LC 1), 2=42(LC 1), 3=19(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- (6) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=2011; Cat. II; 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 & 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 100lb uplift at joint(s) 2, 3. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. No 22839 ir- Walter P. Finn PE No.22839 Mil USA, Inc. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33610 Data: January 11,2019 A WAHNIHe-"Only tleslgn paremeren antl HEAP NOTES ON MIS AND INCLUDED MREK HEFEHANCE PAGE MI474YJ rev. 14/dY1tlf5BEFOHE USE. Design valid for use only with Welds connectors. IDls design Is based only upon parameters shown, and Is far an Individual building component, not ��' a truss system. Before use, the tiulltling designer mustverity the applicability of design parameters and propertyIncorporate this design Into the overall building tleslgn. Bracing Indicated is to prevent buckling of Indiidual}nrss web antl/or chord members only, Additional temporary and permanent bracing MiTek' salways requiletl for slablllty and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fornication, storage, delivery, erection and bracing of fusses and truss systems seeMlil/IPiI Quality Cdfedu, DSB-99 and BCSI Building Component 6904 Parke East Blvd. Safety Informutionovallabie from Truss Plate Institute, 218 N. Lea Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T15995215 1477518 EJA2 Jack -Open 1 1 Job Reference (optional) Builders FimtSoume, Plant City, FL 33566 a.zzu s NOV so ema we mausmes, me. ru uan i i uo:iu:ze eure rage I ID:cSZdj2CBtxHARJ4gpwC75rycOdQ-7_RC35B7MDRG7UIU5Rc6RDEY5vpOkV8CmVBkSzwXDO 1-fi-0 2x4 2x4 II BAD F12 LOADING (lost) SPACING- 2-0-0 CSL DEFL. in (too) Udell Ud TCLL 30.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) 0.00 4 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.06 Vert(CT) -0.00 4 >999 240 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(CT) -0.01 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-R LUMBER- BRACING - TOP CHORD 2x4 SO No.2 TOP CHORD BOT CHORD 2x4 SO No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 4=69/0-7-10, 2=54/Mechanical, 3=15/Mechanical Max Horz 4=26(LC 12) Max Uplift 2=-37(LC 12). 3=-1 O(LC 12) Max Gram 4=69(LC 1). 2=54(LC 1), 3=25(LC 3) FORCES. (Ib) -Max. Comp./Max Ten. -All forces 250 (lb) or less except when shown. some = 1:13.8 PLATES GRIP MT20 244/190 Weight: 6lb FT=20% Structural wood sheathing directly applied or 1-5-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opst h=20tt; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(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 nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opst on the bottom chord in 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 In uplift at joints) 2, 3. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. ��1111111// %% JSR P j No 22839 ir JI.-4`11 A11 E GA, Wafter P. Finn PE No.22839 MITek USA, Inc. R. Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 Q WARNING- Wdlydee15nparemefers and READ NOTES ON THISAND/NCLUDED MREKREFERANCEPAGEMX7423 rev. 1OV=15SEFOREUSE. Design valid for use only with MneM connectors. This tleslgn Is based only upon parameters shown, antl Is for an IndNldual bulltling component, not a truss system. Before use, the bulltling designer must verify the applicability of tleslgn parameters and properly Incorporate this desgn Into the overall "9041, bulltling tleslgn. Bracing Indicated is to prevent buckling of indivldual truss web and/or chord members only. Addltlonal temporary antl permanent brocingIs always requiredfor stability antl to prevent collapse with possible personal Injury antl property daMMymyage. For general guidance regarding theSahly tnformationovoeloble from Truss Plate Ineetutor, 218N Lee Street. Suite 312. Alexa at, VGA 22314.�eda, Deae9.antl SCSI9u1tlhD Component Tampa, FL336101vd. Job Truss Truss Type Oty Ply ' T15995216 1477518 EJA3 Jack -Open 1 1 Job Reference (optional) ' Builders FirstSource, Plant City, FL 33566 8.220 a Nov 16 2018 Mil Industries, Inc. Fri Jan 11 05:10:30 2019 Page 1 ID:cSZdj2CBtd-IARJ4gpwC?SrycOdO-bA?aGRCm7XZ7c KgfB7LzRng5158TxoM3ZFIGv XDN 3-4.0 3-4-0 Scale =1:13.7 3 6.00 12 2x4 II 2 m� 0 N 1 Li 2z4 = 4' �� 4 0' 0• 2x4 115 ST1.SxB STP = 2-6-2 3-4-0 & 2.6.2 UV Plate Offsets (X,Y)-- f1:0-0-0,0-0-51 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.00 4-5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.27 Vert(CT) 0.00 4-5 >999 240 BCLL 0.0 ' Rep Stress Inch YES W B 0.10 Horz(CT) -0.04 3 Na n/a BCDL 10.0 Code FBC2017[TP12014 Matrix-P Weight: 121b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc purtins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ito/size) 3=80/Mechanical, 4— 106/Mechanical, 5=546/0-7-10 Max Horz 5=74(LC 12) Max Uplift 3=-80(LC 1), 4=-106(LC 1). 5=-97(LC 8) Max Grav 3=13(LC 8), 4=27(LC 8), 5=546(LC 1) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-339/345 NOTES- (6) 1) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ff; 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 & MWFRS for reactions shown; Lumbar 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.Opsf on the bottom chord in al areas where a rectangle 3-6-0 tall by 2-0-0 wide willfit any other members. 4) Refer between bottom fortrchord r ogirder(s) usetotruse onnectionsd 5) Provide mechanical connection (by others) of truss to bearing capable of withstanding 10016 uplift at joints) 3, 5 except at -lb) JeR P. /ne plate �` Q.�. ' F•�•. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any �` \' �� particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. No 22839 OF �i Off: ,,�ii�i4 •: O R 10 P �j\=0,, 1ONA111�. Walter P. Erin PE No.22839 lil USA, Inc. R. Ced 6634 6904 Parlis East Blvd. Tampa FL 33610 Date: January 11,2019 O WAflNING- Verily Ceslgn paraal and Ril NOTES ON THISAND/NCLUDED MREKBEFEBANCE PAGEMX74M rev. 1e1Y2015BEFOBE USE. Design valid for use only with I connectors, This design Is based only upon parameters shown, and Is for an Individual bulltling component, not a truss system. Before use, the building designer must verify the applicobillty of design parameters and properly Incorporate this design Into the overall building design. Bracing lndlcated is to prevent bucWing of Individual buss web and/or chord members only. Adtllflonal temporary and permanent bracing MiTek' Is always requlredfor stability and to prevent collapse with possible personal Injury and property damage. For general guldonce regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVTPl1 Cuallry Creedal DSBA9 and BCSI Bull Component Safety Infoenationavollable from Truss Plate Institute, 216 N. Lea Street Suite 312, Alexandrla, VA 22314. 69N Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Qty Ply ' T15995217 1477518 EJA4 Jack -Open 1 1 Jab Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 05:10:31 2019 Page 1 ID:cSZdj2C8txHARJ4gpwC?5rycQdQ-3MZyTnCOurh_EnvlDseaW eJrRiR_CPHVID_IoLzwXDM 2x4 = 3 PROVIDE BEARING CONNECTION(S) TO RESIST HORIZONTAL REACTION(S) SHOWN. ADEQUATE SUPPORT REQUIRED. 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d TCLL 30.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.00 1 Nr 120 TCDL 15.0 Lumber DOL 1.25 BC 0.23 Vert(CT) -0.01 1-3 n/r 120 BCLL 0.0 ' Rep Stress Incr YES INS 0.02 Horz(CT) 0.00 n1a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=337/Mechanical, 3=0/Mechanical Max Horz 2=300(LC 1), 3=-300(LC 1) Max Uplift 2--81(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-484/398 BOT CHORD 1-3=-300/493 Scale=1:13.7 PLATES GRIP MT20 244/190 Weight: 13111 FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- (7) 1) Wind: ASCE7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. 11; Exp 8; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcumant 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 1001b uplift at joint(s) 2. 6) Gap between inside of top:chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7) This manufactured product is designed as an individual building. component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. WARNING - VeNfy design parameters end READ NOTES ON THIS AND INCLUDED MDEK REFERANCE PAGE MIFT4Ta rev. I nArac a15 BEFORE USE. not vleR P. No P2839 Welter P. Finn PE Nd22839 MRek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 and bracing of trusses and truss systems, seeANSVIPII CualNy Canada, DSBd9 and BC51 Building Component 69N Parke East Blvd. Plot. Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. I Tampa, FL 33610 Jab Truss Truss Type Oily Ply ' T15995218 1477518 EJA5 Jack -Open 2 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 05:10:32 2019 Page 1 ID:cSZdj2C8txHARJ4gpwC75rycOdO-YZ7Lh7DOf8grsxU3mZ9p2ss K6p9xmeXtkrKnmXDL 1-5-8 6.00 F12 3x4 G t PROVIDE BEARING CONNECTION(S) TO RESIST HORIZONTAL REACTION(S) SHOWN. ADEQUATE SUPPORT REQUIRED. 42x4 II Scale = 1:13.9 LOADING (pst) SPACING- 2-0-0 CS'. DEFL, in (too) Well L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.43 Vert(L1-) 0.00 3 Nr 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.03 3 Nr 120 BCLL 0.0 ' .Rep Stress Inpr YES W B 0.00 HohI 0.00 1 1 BCDL 10.0 Code FBC2017/TPI2014 Matrix-R Weight: 6lb 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) 2=143/Mechanical, 3=0/Mechanical Max Ho¢ 2=50(LC 1), 3=-50(LC 1) Max Uplift 2=-35(LC 8) Max Grav 2=143(LC 1)' FORCES. (III) - Max. Comp:/Max. Ten. - All forces 250 (lb) or less except when shown Structural wood sheathing directly applied or 1-5-8 oc puffins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Ops1; h=20tt; 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 2) This truss has been designed for a 10.0last 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 He uplift at joint(s) 2. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. No 22839 :p ' T w: ss/ON A� E?Ca �% Walter P. Finn PE No.22839 MITek USA, Inc. FL Cart 66M 6904 Parke East Blvd. Tampa FL 33610. Date:. January 11,2019 ,&WARNING-Verllydeslenparemer,.aOd READNOTES ON THIS AND INCLUDED MREKREFERANCE PAGE M11.74".111V0Y1015 BEFORE USE. Design valld for use only with MBel,® connectoa. 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 deelgn Into the overall bulltling design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent brccing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guldonce regartling the fabticat[on. storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPII Quality Clitoris, DSB-89 and III Building Component 6904 Parke East BNd. Safety Nformatblraiallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oly Ply ' T15995219 1477518 EJB1 Jack -Open 4 1 Job Reference (optional)_ Builders FirslSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries. Inc. Fri Jan 11 05:10:33 2019 2.4 II. 2x4 11 12 2x4 II Scale = 1:31.4 2-6-10 1-100 2-2' 32-5 4-1 B 7-0-0 14e��a;l U.3 sIn 0 43 Plate Offsets (X,Y)-- 11:0-0-0,0-0-51 LOADING (psf) 'SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.04 5-6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.04 5-6 >999 240 BCLL 0.0 ' Rep Stress Incr YES W B 0.07 Horz(CT) -0.06 4 1 n/a BCDL 10.0 ;Code FBC2017/TPI2014 Matnx-SH Weight: 321b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directlyapplied or 6-0-0 oc Pur ins. BOT CHORD 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 1-7,5-6: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=159/Mechanical, 5=47/Mechanical, 8=558/0-7-10 Max Hom 8=149(LC 12) Max Uplift 4=-96(LC 12), 5=-1112), 8=-76(LC 12) Max Grav 4--159(LC 1), 5=73(LC 3), 8=558(LC 1) FORCES. III - Max. Comp./Max. Ten. -All forces 250 (I s) or less except when shown. TOP CHORD 1-2=-252/137 BOTCHORD 1-8=-87/261 WEBS 2-8=-294/245 NOTES- (6) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and night 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 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 bottomchord 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 100111 uplift atjoint(s) 4, 5, 8. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer perANSI TPI 1 as referenced by the building code. ,,,� .-*\ G E N gF.v�Y No 22839 /ONAL AI Walter P. Ron PE Nd22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 ® WARNING -VeH/y Cesl9nparaerds Aaad READ NOTES ON THIS AND INCLUDED MITEKREFERANCEPAGEMIF7473 rev. 11171120041 BEFORE USE. Desgn valid for use only with MBekS connectors. This design is based only upon parameters shown. and is for an Indvidual building component,nota truss system. Before use. Me building designer must verty the applicablllfy of design parameters and properly Incorporate this desgn Into Me overall "90fae bulltlingdeslgn. Brocingindicotetl is to prevent buckling of lndMtluolfruss web and/orchortl members only. Addltonaltemporary antl permanent bracingis always reaulred for stablity and to prevent collapse with possible personal Injury and property damage, For general guidance regarding the fabricaton, storage, delivery, election antl bracing of busses and truss systems, seeANSIyIPII CualMy COUda, DSB-69 antl BCSI Buldl�B Compar l East BNd. Safety Informatbrnvollable ham Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexcndrlo, VA 22314. Tampa, FL 33610 Job Truss Truss Type Ory Ply ' T15995220 1477518 EJB2 Jack -Open 1 1 Jab Reference (optional) Builders F stSoures, Plant City, FL 33566 menu s Nov it Lula ml I ek industries, inc. Fn dan i i wl ro:J'r cu r v reye r ID:cSZdj2C8udiARJ4gpwC75ryc0d0-UxF56pFGBm4Z5FeS1!_BH8HAz R7PkDx_BDyPgmXDJ az5 2-2-5 .__aster ]on o-]-n 7 - 2x4 II 3x4 II Scale=1:33.2 2b10 1.10_ 32-5 ]-0-0 1-160 1 0.}11 W7 0 65 Plate Offsets (X Y)-- f 1.0-M 0-0-51 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Wag Ld PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.05 5-6 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.05 5-6 >999 240 BCLL 0.0 ' Rep Stress their YES W B 0.08 Horz(CT) -0.06 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 29lb 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 6-0-0 oc bracing. 3-6: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=161/Mechanical, 5=46/Mechanical, 9=569/0-7-10 Max Horz 9=149(LC 12) Max Uplift 4=-98(LC 12), 5=-8(LC 12). 9=-73(LC 12) Max Gray 4=161(LC 1). 5=74(LC 3), 9=569(LC 1) FORCES. (Ile) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-254/135 BOT CHORD 1-9=-86/262 WEBS 2-9=-304/253 NOTES- (6) 1) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=3.Opsf; h=20ft; 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 shown; Lumber DOL--l.60 DOL=11.60 I a reactions plate grip ve load nonconcument with any other live loads. 2) This truss has been designed for 10.0 psf bottom chard live ."llitill %-% ISR P,p ".1j� % �, �� 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 fit between the bottom chord and any other members. �� V ��C E N,S �'• ��� will for ,�� ' �' �'• �i 4) Refer to girders) truss to truss connections. �� 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift atjoint(s) 4, 5, 9. NO 22839 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. i IR •�41ORIV i��• ,�S Waiter P. Finn PE No.22839 MRek USk Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 Q WARNING -Verlrydesl9n pammerereend READ NOTES ON THISAND INCLUDED M/TEKREFERANCE PAGEM/F7473rev. IW&2015 BEFOREUSE. Design valld for use only with Mnek® 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 Me applicability of all parameters and properly Incorporate thls design Into the overall building design. Bracing indicated is to prevent buckling of Indlvldual truss web and/or chord members only. Additional temporary and permanent bracing MlTek' Is always required for stablllN and to prevent collapse with pomlble personal Injury and property damage. For general guidance regarding the fabrlcatlon, storage, delivery, erection and bracing of trusses and hues systems seeANSVrPI1 Quail CMedo, DSB49 and SCSI Building Component 69N Palle East Blvd. Safely Infomsafbmvollable from Truss Plate Institute, 218 N. Lee Sheet, Suite 312, Alexandria, VA 22314 Tampa, FL 33610 Job Truss Truss Type Oty Ply T15995221 1477518 EJB3 Jack -Closed 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Fill Jan 11 05:10:34 2019 2.4 II 31 = 6 5 Scale=1:16.6 LOADING (psi ',SPACING- 2-0-0 C51. DEFL. in (lac)/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.14 Veri -0.00 6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.08 Ved(CT) -0.00 5-6 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.13 Hom(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 241b 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) 5=32/2-7-8, 6=447/2-7-8, 6=447/2-7-8 Max Ho¢ 6112) Max Uplift 5=-57(LC 12), 6=-60(LC 8) Max Gray 5=50(LC 19), 6=447(LC 1), 6=447(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-6=-385/333 Structural wood sheathing directly applied or 4-6-0 oc pudins, except end vedicals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- (7) 1) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; 1 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=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI 1. 3) Gable studs spaced at 1-4-0 Do. 4) This truss has been designed for a 10.0 pail bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 201 on the bottom chord in 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 Ib uplift at joints) 5, 6. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. j No 22839 OF 40RIQP':�2��, "'4SS/0NA„E?��` Walter P. Finn PE No22839 Ili USA, Inc. FL 1604 6904 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 QWARNING-yerltydesllmlaralnsfamaddREAD NOTES ON MIS AND INCLUDED MREKREFERANCEPAGE047473ree 14=0155EFORE USE. valid for use only with Mne1� connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not OrDesign a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Indiidualtruss web and/or chord members only. Additional temporary antl permanent bracing MiTek' Is always required for stability and to prevent collapse with posslbie personal Injury and property damage. For general guldonce regarding the fabrication, storage, delivery. ejection and bracing of trusses and tense systems, s9eANSU1Pl I GuolMMyy CMerla, DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety Informationovallable from Truss Plate Institute, 218 N. Lee Street Sulte 312, Alexantlrlo. VA 22314. Tampa, FL 33610 Job Truss Truss Type Ory Ply T15995222 1477518 EJF1 Jack -Open 2 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 2x4 II 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 05:10:35 2019 Page 1 ID:cSZdj2CBtxHARJ4gpwC75rycOd0-y8oTJ9Fux3COjPDeShiW gUUYOJpM8BD5DryWx6mXDl Scale = 1:15.8 LOADING (pall TOLL 30.0 TOOL 15.0 BOLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/iP12014 CSI. TO 0.25 BC 0.21 W B 0.09 Matrix-P DEFL. in Veh(LL) 0.00 Vert(CT) 0.01 Hom(CT) -0.03 (too) Vdefl Ud 4-5 >999 360 4-5 >999 240 3 n/a n/a PLATES GRIP MT20 2"/190 Weight: 15lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-6 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS, (lb/size) 3=41/Mechanical,4=-23/Mechanical,5=436/0-1-8 Max Horz 5=92(LC 12) Max Uplift 3=46(1.0 12), 4— 23(LC 1), 5=60(LC 8) Max Grav 3=44(LC 19), 4=14(LC 10), 5=436(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-303/307 NOTES- (7) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opst h=201t; 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=1.60 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 ichord and any other members. 4) Refer to girder(s) truss to truss lof 1 5) Provide mechanicalr connection (by others) truss to bearing plate at joint(s) 5. P, JEFj 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4, 5. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any �� P� •�6 E N S ; particular building lathe responsibility of the building designer per ANSI TPI 1 as referenced by the building code. ,%% . �� V F� •. No 22839 OF Waiter P. Finn PE No22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 MiTek' 6904 Parke East ftd. Tampa, FL 33610 Job Truss Truss Type Cry Ply ' T15995223 1477516 EJF2 Jack -Open 1 1 �Job Reference (optional) Builders FirstSource, LOADING (psQ TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 Plant City, FL 33566 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017fFPI2014 8.220 s Nov 16 2018 MITek Industries, Inc. Fn Jan 11 05:10:36 2019 Pagel ID:cSZdj2C81xHARJ4gpwC75rycOd"KMrXVGW iNKGKZnq7PEIDiljkjBrtbESVi3UYMXDH 2-3-14 r 2-3-14 2x4 20 II CSI. TC 0.21 BC 0.13 WB 0.00 Matrix -Pi Scale: 3/4'=1' DEFL. in (too) Well Lo PLATES GRIP Vert(LL) -0.00 3A >999 360 MT20 2441190 Vert(CT) 0.00 3-4 >999 240 Horz(CT) -0.02 2 n/a n/a Weight: 9lb 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) 4=116/0-1-8, 2=90/Mechanical, 3=26/Mechanical Max Horz 4=43(LC 12) Max Uplift 2=-53(LC 12). 3=-10(LC 12) Max Grav 4=116(LC 1), 2=90(LC 1), 3=42(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All tomes 250 (lb) or less except when shown. Structural wood sheathing directly applied or 2-3-14 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (7) 1) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; 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 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 20.0psf 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) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 2, 3. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. JPOER'P I F�ti ��i No 22839 �u0: tUTE OF w= Walter P. Rnn PE No22889 MITek USA, Inc. FL Cart 6634 6904 Pare East Blvd. Tampa FL 33610 Date: January 11,2019 ,&WARNING-Vedgdael9rparametel4aad READNOD:S ON MIS AND INCLUDED M//EKREFERANCEPAGEMO-]4]3re, 101r1Rp1SBEFORE USE Design valid for use only with MlTek® connectors. This design Is based only upon parameters shown, and Is for an Individual bulltling component, not �'- a truss system. Before use, the building designer must verity the applicablllty, of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of lndlMdual truss web and/or chord members only. Addltloncl temporary and permanent bracing MiTek' Is always required for stablllty and to prevent collapse with poulble personal injury and property daaBymyage, For general Ill regarding the DSB69 and BC31 BWtlNp Component Ntl. Tampa, Safety Informarlbnavalloble from Truss Plate Instltule. 218 N. Lee Street, Suite 312, AlecndPo, VGA 22314.MpM, FL 33610 Job Truss Truss Type Oty Ply ' T15995224 1477518 F01G Half Hip Girder 1 1 Job Reference (optional) Builders FrstSource, Plant City, FL 33566 622U a NOV 1 e ksultl MI I eK ID:cSZdj2CBIxHARJ4gpwC75rycOd0-uW wDl 2-2-5 z -1 4-24i ]£-1 ta9.12 2-2-5 A- 1-]-12 33-11 3-3-11 5xe = Special Special Special 31 6.00 F12 3 12 13 4 LUS24 6 LUS24 LUS24 5 10 Inc. Yn Jan 11 uo:l Ow 26i9 Scale=1:33.6 2x4 II 2x4 II z 6-10 lno-e 2-2-5 a-zc -ea 7e1 lo-o-tz 1-toe 1 T_T S1 z-tail 3311 a45 Plate Offsets (X 1)-- r1:0-0-0 0-0-131 r3:0-6-0 0-2-81 f4•Edge 0-1-81 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 .Plate Grip DOL 1.25 TC 0.89 Vert(L-) -0.05 5-6 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.09 5-6 >999 240 BCLL 0.0' .Rep Stress lncr NO WB 0.19 Hom(CT) 0.04 5 n1a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 73 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 6-0-0 oc bracing: 9-11 10-M oc bracing: 8-9 JOINTS 1 Brace at Jt(s): 9 REACTIONS. (lb/size) 5=408/Mechanical, 11=674/0-7-10 Max Horz 11=94(LC 8) Max Uplift 5=-154(LC 5). 11=172(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-305/l32, 5-7=-352/170, 4-7=-291/120 BOT CHORD 8-9=-139/257, 7-8=-139/257 WEBS 2-11=-584/179, 2-9=-178/494 NOTES- (11) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; 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 pounding, 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 100 lb uplift at joint(s) except Gt=lb) 5=154, 11=172. 7) Use Simpson Strong -Tie LUS24 (4-1OilGirder, 2-1 Oil Truss, Single Ply Girder) or equivalent spaced at 2-" oc max, starling at 4-3-2 from the left end to 8-0-2 to connect trusses) to back face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 128 lb down and 224lb up at 4-2-6, and 57lb down and 39In up at 6-3-2, and 44 lb down and 53 lb up at 8-3-2 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plQ Vert: 1-3=-90, 3-4=-90, 1-8=-20, 5-10= 20 `,11111111111., G E N S . No 22839 � r 40 9�T • A P 4cir,.' �s' O R `p• N,� i..;4111111111110,11 ,ONA' 0, Waiter P. Finn PE No.22839 MRek USA. Inc. R. Carl 65M 6904 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 QWARNING-VeNrydeslgnpere WraenOREADNO]ES ON WISAND INCLUDED UMEKREFERANCEPAGEMIF]4]3 rev. 10ro340J5REFORE USE. Design valid for use only with MRek® connectors. This design Is based only upon parameters shown. and Is for an IndNlduol bundling 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 bulltling 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 stablllly and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrlcoNI storage, delivery. erection and bracing of trusses and truss systems, seeAN61/IPII QualiIt1yy Critelli, DSB-69 and BCSI Building Component Sabt9 lnformatlorxlvallable from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314. ��- MiTek• 6904 Parke East Blvd. Tampa, FL 336t0 Jab Truss Truss Type Oty Ply ' T15995224 1477518 F01G Half Hip Girder 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 3=99(B) 9=21(B) 13=-1(B) 14=21(B) 15=-6(8) 6.2205 NOV 152018 MI l ex lneusures,Ina. hn Jan ll Ubo U:3B 2Ule vage2 ID:cSZdj2CStxHARJ4gpwC75rycadO-MiUcxAlnE_a_asxD7gGDI76veXo5LXRXvpBAYRmXDF QWARNING-Verlrydesl9nps.lereand READ NOTES ON THIS AND INCLUDED MITEKHEFENANCEPAGEMM17473me idW/L015 BEFORE USE. Design valid for use only with MlfekG connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design, Bracing lndlcajed is to prevent buckling of individual truss web and/or chord members only, Addlflonal 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, creation and bracing ofthasesond trusssystems, seeANSVIPll CYOIMY CRorb, DSB49 and SCSI Building Component Sa101y N/ormaf oravolloble from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexcndrio. VA 22 14, �� M!Tek' 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Oty Ply • T15995225 1477518 F02 Half Hip 1 1 Job Reference (optional) emmem mrstbouce, VIM tarry, rL auaaa 0.44V 5lxuv IO Cu IO 5x6 = 2.4 11 3 4 10 7 6 5 2.4 11 2.4 II 3x4 = Scale =1:35.6 2sfo 1-106 2-2-5 38-10 62E 1LL412 ' 1-toe 019-13 I 1 1O z,T2 476 ebb Plate Offsets(XY)- f1:0-0-00-0-131 f3:0-3-00-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.08 5-6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.16 5-6 >652 240 BCLL 0.0 ' Rep Stress [nor YES W B 0.91 Horz(CT) 0.33 5 Na Na BCDL 10.0 Code FBC2017/1P12014 Matrix-SH Weight: 771Is Ff=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, Except; 3-6: 2x4 SP No.2 6-0-0 eta bracing: 1-11. 6-0-0 oc bracing: 9-11 JOINTS 1 Brace at Jt(s):8 REACTIONS. (lb/size) 5=437/Mechanical, 11=756/0-7-10 Max Harz 11=135(LC 12) Max Uplift 5=-115(LC 9), 11=-128(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All farces 250 (lb) or less except when shown. TOP CHORD 2-3- 354/100 WEBS 2-11=-609/438, 2-8=-95/308 NOTES- (7) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; Exp B; Encl., GCpl=0.18; MI (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) Provide adequate drainage to prevent water pending. 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 chord in 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 Us uplift at joint(s) except Qt=lb) 5=115, 11=128. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 'P f N G E 8 *- No 22839 ir 9 S TTE :`ki OONpA%- e Walter P. Finn PE No.22839 MRek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610. Date: January 11,2019 AWARNING- VeraydeslgnpolemefersendillNOTES ONTN/SAND/NCLUOEOMREKREFEHANCEPAGEMl47479rov. 14,11320150EFONEUSE Design void for use only with MRek® connectors. This all is based only upon parameters shown, and Is for an Individual building component, not �� a hum system, Before use, the building designer must verity the appllcablllty of design parameters and drapery Incorporate Mls deslgn Into the overall buliding deslgn. Bracing indicated is to prevent buckling of individual muss web and/or chord members only. Additional temporary and permanent bracing M1Tek' Is always required for stablllly and to prevent collapse with possible permnol injury and property damage. For general guidance regardIng the (collection. storage, delivery, erection and bracing of trusses and truss systems, seaANeIyrPD grualNy Cdlbda, DSB-59 and 1101 Building Component Safety lnformatbrlavallabie from Truss Hole Institute, 218 N. tee Sheet Suite 312, Notrentlrlo, VA 22314. 69N Parke Eest Blvd. Tampa, FL 33610 Jab Truss Truss Type Oty Ply ` T75995228 1477618 F03 Hall Hip 1 1 Job Reference o banal Builders RrstSource, Plant City, FL 33566 B.220 s Nov 1 B 2018 Max ax Inausmes, Inc. Fa Jan 5x6 = 2x4 11 10 1 ° 5 2x4 11 2x4 II 3x4 = Scale=1:41.2 Plate Offsets (X Y)— f 1.0-0-00-0-131 f3:0-3-0 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Wall Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.06 8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.10 6 >976 240 BCLL 0.0 ' Rep Stress Incr YES W B 0.78 Hom(CT) 0.37 5 n1a n1a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 861b 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 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 3-6: 2x4 SP No.2 10-0-0 oc bracing: 9-11 JOINTS 1 Brace at Jt(s): 8 REACTIONS. (lb/size) 5=437/Mechanical, 11=756/0-7-10 Max Horz 11=175(LC 12) Max Uplift 5=-116(LC 12), 11=-122(LC 12) FORCES. III -Max. CompJMaz. Ten. -All forces 250 (Ib) or less except when shown. TOPCHORD 2-3=-339/43 WEBS 3-5— 329/236, 2-11=-632/469 NOTES- (7) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20f : Cat. II; E1¢t 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=1.60 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 20.0psf 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 lb uplift at juint(s) except gt=1b) 5=116, 11=122. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. `llll1111111111,, Jo" oell P No 22839 Walter P. Finn PE No.22839 MITek USN, Inc. FL Cert 66M 6904 Parke East Blvd. Tampa R. 33610 Date: January 11,2019 ,&WARNING- Verltytleslgn Paramefera and READ NOTES ON THISAND INCLUDED MMEKREFERANCE PAGEMIAMMmv. feNLRafS BEFOREUSE Design valid for use only with MBek® connectors. IDIs tleslgn Is based only upon parameters shown, and Is for on Individual building component, not a truss system. Before use, the bullding designer must verify the appllcabllity of design parameters and properly Incorporate this tleslgn Into the overall bulling tleslgn. 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 stablllty and to prevent collapse with possible personal Injury and property damage. For gonerol guidance regarding the fobrlconom storage, delivery, erecflon and bracing of trusses antl truss system& seeANSVrPII CualNy Criteria. DSB49 and BCSI Building Component 6904 Parke East Blvd. Safety Informatbbl eovolloe from Truss Plate Insthro. 218 N. Lee Sheet Al Suite 312. excntltlo. VA 22 14. Tampa, FL 33610 Job Truss Truss Type Oty Ply ' T15995227 1477518 F04 Monopitch 1 1 Job Reference (optional) Builders FrstSource, Plant City, FL 33566 8.220 s Nov 15 201111 Inc. rn San n 05:i0:4i erne 5x6 43&G II A 4 9 0 5 2.4 It 2x4 II 14 3x6 = 0 Scale = 1:47.5 2E10 bleb 2r.2¢_. L84 1'L 12 1-10-a u-s", 2-tE 61-12 0441 Plate Offsets(XY)— f1:0-M0-0-131I3:0-3-00-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Ildefl Ud PLATES GRIP TCLL 30.0 'Plate Grip DOL 1.25 TC 0.75 Veri -0.11 7-8 >888 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.23 7-8 >435 240 BCLL 0.0 ' Rep Stress Incr YES W B 0.67 Horz(CT) 0.13 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 MaMx-SH Weight: 84lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 *Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, 3-4: 2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: WEBS 2x4 SP No.3 10-0-0 oc bracing: 8-10 WEBS 1 Row at micipt 4-5 JOINTS 1 Brace at Jt(s):8 REACTIONS. (lb/size) 5=442/Mechanical, 10=77410-7-10 Max Hom 10=216(LC 12) Max Uplift 5=-163(LC 12). 10=-98(LC 12) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-257/28, 2-3=-473/300, 5-7= 386/352, 4-7=-411/408 BOTCHORD 1-10=-50/275 WEBS 3-10=385/347, 3-7=769/770, 2-10=-7121/21 NOTES- (8) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=3.Opsf; h=20ft; Cat. II; E>te B; Encl., zone;cantilever left and right exposed z n' for members and forces & MWFRSfor GCpi=0.18; WFRSLumbeoDe0L=1.60 �P ; ;C-C R plate grip ,,,`% j �N ��i 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 Pat bottom chord live load nonconcurmnt with any other live loads..j, �4ysP�:.••' ri E.N $� 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 all by 2-0-0 Wide �. will fit between the bottom chord and any other members. No 22839 •� 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 atjoint(s) 10 except (jt=lb) 5=163. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer perANSI TPI 1 as referenced by the building code. : "0 T 'S%O;. A F •; �� Waiter P, Finn PE No22839 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 AWARNING -VerRyassignParemeteroimdREADNOTES ONTN/SAND/NCLUDEDMITEAREFERANCEPAGEM14T4T3i I&Va20ISDEFOREUSE. Design valid for use only with MRelke connectors, This design Is based only upon parameters shown, and a for an Individual building component not �� a truss system. Before use, the bulltling designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bulltling design. Bracing Indicated is to prevent buckling of lndlvlduai truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability antl to prevent collapse with possible personal Injury and property damage, For general guidance regarding the MorIp, Oe6$9 and BCBI BullComponentTa storage, delivery, erection and braciof twsses and truss systems. ax, OA 69D4 Parka �d Safety lnformalbmvollable from Truss Plate lnstlfule. 218 N. Lee Street. Suite 312. Ajfabrication, ,SVTPII 21BYI4 pa, FL33610East Job Truss Truss Type Cry Ply ' T15995228 1477518 F05 Monopitch 1 1 Job Reference (optional) Builders RrstSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 05:10:42 2019 Page 1 ID:cSZdj2C8t)MARJ4gpwC75rycQdQ-FUk6nYLHID4O2UF_MgL9SxHel83gHLa7gR9NhCzwXDB 2.2-s 2 0 3-19'67 10-9-12 2-2-5 1-13 43i R 9 5 2x4 II 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud TCLL 30.0 Plate Grip DOL 1.25 TC 0.69 "art(LL) -0.13 7-8 >784 360 TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.22 7-8 >452 240 BCLL 0.0 ' ,Rep Stress Incr YES WB 0.18 Horz(CT) 0.13 5 n/a Ida BCDL 10.0 Code FBC2017/TP12014 Matdx-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOTCHORD WEBS JOINTS REACTIONS. (lb/size) 5=442/Mechanical, 10=77410-7-10 Max Horz 10=225(LC 12) Max Uplift 5=-175(LC 12), 10=93(LC 12) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-262/0, 2-3=-399/58, 5-7=-387/363 BOT CHORD 1-10=0/255; 8-10=272/255, 7-8=-272/255 WEBS 2-10=-477/414, 3-7=-314/347 Scale =1:47.2 PLATES GRIP MT20 244/190 Weight: 711b 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. Except: 10-0-0 oc bracing: 8-10 1 Row at midpt 4-5 1 Brace at Jt(s): 8 NOTES- (6) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=3.Opst h=20ft; Cat. II; Exp S; 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) This truss has been designed for a 10.0 pst 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 It 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 1001to uplift at joint(s) 10 except Gt=lb) 5=175. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. No 22839 ONAL Waltar P. Rnn PE NO2=19 MITek USA, Inc. R. Cent 6634 6904 Parke Past Blvd. Tampa FL 33610 Date: January 11,2019 MiTek' 69N Pmka East 8W. Tampa, FL 33610 Job Truss Truss Type City Ply ' T15995229 1477518 FG01 GABLE 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 a Nov 162UIB Mllek Industries, Inc. Fin Jan 11 US 34 = 1 13 3 3.8 = 14 3x4 = Basic=1:17.1 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in ([cc) 0defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.01 6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.02 6 >999 240 SCLL 0.0 Rep Stress lncr NO WB 0.86 Hom(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 51 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 7=794/Mechanical, 5=626/Mechanical Max Uplift 7=-97(LC 4), 5=-98(LC 4) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (11 or less except when shown. TOP CHORD 1-7=-750/105, 1-2=-763/93, 2-3=-763/93, 3-4=-763/93, 4-5=-582/106 WEBS 1-11=-111/894,6-11=-100/803, 3-6=-736/130,4-6=-102/858 Structural wood sheathing directly applied or 5-10-8 cc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- If 1) 1) Wind: ASCE7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=42pst BCDL=3.Opsf; h=20ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and Tight exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads In the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water pending. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 cc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 7) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2561b down and 69 Ile up at 1-9-0, and 256 lb down and 691b up at 3-9-0 on top chord. The designtselection of such connection device(s) is the responsibility of others. 11) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=125, Plate Increase=125 Uniform Loads (pit) Vert: 1-4=-90, 5-7— 20 Concentrated Loads (lb) Vert: 12= 256 13= 25614=-26 -JER 6P r E DNS No 22839 ' OF :�4&/� p;J#I%NA' �15". Walter P- Finn PE No22839 MITek USA, Inc. R. Cart 6634 6904 Parke East Blvd, Tampa R.33610 Date: January 11,2019 AWARNING -Varlrydasl9nparametersandREADNOTES ONTNISANDINCLUDED MREKREFERANCEPAGEMU-74T3reV. 101U42015BEFOREUSE. Design valid for use only with Mnel� connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system, Before use. the bullding designer must verify the applicability of design parameters antl properly Incorporate this design Into the overall "90faeIs building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing alwaysrequired for stablllty andto prevent collapse with possible personal Injury antl property damage, For general guidance regarding 0e fabrication, storage, delivery, erection and bracing of imsses antl truss systems. seeANS1/IPI I Gua[Mr CMaW, DS049 and BCSI Building Component Safety Nformatbrnvollable from Truss Plate Institute. 218 N. Lee Street Suite 312, Alexandria, VA 22514, East Blvd. Tampa, FL 33610 Job Truss Truss Type Oty Ply T15995230 1477518 HJ4 Diagonal Hip Girder 1 1 Job Reference (optional) Builders FirslSource, Plant City, FL 33566 8.220 6 Nov 16 2018 MiTek Industries, Inc. Fn Jan 11 05: 2.4 II Scale: 3/4'=1' LOADING (psf) TCLL 30.0 TCDL 15.0 SCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate GripDOL 1.25 Lumber DOL 1.25 Rep Stress ]nor NO Code FBC2017rrP12014 CSI. TC 0.89 BC 0.97 W B 0.06 Matdx-P DEFL. in VerI 4 Vert(CT) 0.07 Horz(CT) -0.19 (too) Udell L/d 4-5 >991 360 4-5 >512 240 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 201b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 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 5-3-12 oc bracing. WEBS 2x4 SP ND.3 REACTIONS. (lb/size) 3=-59/Mechanical, 4=-127/Mechanical, 5=420/0-10-13 Max Hom 5=95(LC 4) Max Uplift 3=-188(LC 19), 4=-203(LC 19). 5= 380(LC 4) Max Gmv 3=32(LC 22), 4=61(LC 22). 5=525(LC 35) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. - WEBS 2-5-345/205 NOTES- (8) 1) Wind: ASCE7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate gdp 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) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 1001b uplift atjoint(s) except (jt=lb)3=188, �p r r�e, 5 ,,`��� �ilr 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68lb down and 279lb up at 4-2-15, and 68 Ib down and 279 Ib up at 4-2-15 on top chord, and 341b demand 191 Ib up at 4-2-15, and 34 Ib down and 191 lb P.L•�ER ���,.• • G E N 8'•. �Y ��� 4-2-15 bottom The designiselection device(s) is the �.� V F •% up at on chord. of such connection responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). �� No 22839 •,• 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any * particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 000 LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 O F . 41 % Uniform Loads (plf) Vert: 1-3=-90, 1-4=-20 �i •• Q' ,,, Concentrated 6 �218(Fads (lb 109, 3=109) 7=209(F=105, B=105) o�?�`\�`,, �/pNA Walter P. Rnn PE No.M9 MTrek USA, Inc FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Data: January 11,2019 QWARNING-Verlly Ceslgnperamete..d READNOTES ON TNISANDINCLUDEOMREKREFERANCEPAGEM147473.ev ISUM1S BEFORE USE. Design valid for use only with MR91,9 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 veMy the applicability of design parameters and properly Incorporate this design Into the overall �'- building design, Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse win possible personal injury and property damage. For general guidoncewgording the fabrication, storage, delivery, erection and bracing of trusses and truss systems seeANSVrPl1 CGal CMrrda, DSB-89 and SCSI Bulding Component 69N Parke East Blvd. Safely Informatbrpvallobie from Truss Plate Institute, 218 N. Lee Sheet, Suite 312, Atexandrlo. VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply T15995231 1477518 HJ5 Diagonal Hip Girder 1 1 Job Reference (optional) Builders FirslSource, Plant City, FL 33566 8.220 s Nov 162018 MiTek Industries. Inc. Fit Jan 11 05:10:452019 2.4 11 Scale = 1:18.0 2-7-7 • 0-5-7 3-11.4 Plate Offsets (X.Y)-- f4:0-0-5,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) /deft Ud PLATES GRIP TCLL 30.0 .Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.03 4-5 >999 360 MT20 244/190 TCDL , 15.0 Lumber DOL 1.25 BC 0.60 Vert(CT) 0.05 4-5 >866 240 BCLL 0.0 Rep Stress [nor NO W B 0.21 Horz(CT) -0.01 3 n/a Na BCDL 10.0 .Code FBC2017ITP12014 Matrix-SH Weight: 291b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=92/Mechanical, 5=385/0-10-13, 4=-138/Mechanical Max Holz 5=108(LC 26) Max Uplift 3— 69(LC 8), 5=-392(LC 4), 4=-222(LC 19) Max Grav 3=96(LC 35), 5=527(LC 35). 4=68(LC 22) - FORCES. (lb) -Max. Comp:/Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-223/597 BOT CHORD 1-5=-524/228, 4-5=-524/120 WEBS 2-5=-472/214, 24=-126/551 NOTES- (8) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=3.Opsh h=20ft; Cat. 11; 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 Imes 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 1001b uplift at joint(s) 3 except at=16) 5=392, 4=222. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 Ib down and 2791b up at 4-2-15, and 681b down and 279 Ib up at 4-2-15 on top chord, and 3416 down and 191 Ile up at 4-2-15, and 34 Ib down and 191 Ib up at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). - 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-90, 1-4=-20 Concentrated Loads (III) Vert: 6=218(F=109, B=109) 7=209(F=105, B=105) WARNING- Vedrydeslgnperemerersand BEAD NOTES ON TNISAND/NCLUOEOMBEKBEFEBANCEPAGEMIPMnMv. tOM'V10i5BEFOBE USE sign valid for use only with MneM connectors. lhls design Is based only upon parameters shown, and Is for an Indivaual building component. not ```111111111///I/ R P No 22839 Walter P. Finn PE No.22839 MTak USA, Inc. R. Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 N, Lee 6904 Parke East Sivd. Tampa, FL 33610 Job Truss Truss Type Oty Ply T75995232 1477518 HJ5E Diagonal Hip Girder 2 1 Job Reference o tianal Builders RrslSource, Plant City, FL 33566 8.220S NOV 162UIU Mllere Industries, Inc_ i-n Janll_u6:iuA62ma e ore r Scale = 1:34.5 3x4 II Special LOADING (lost) SPACING• 2-0-0 CSI. DEFL. in (lac) Well L/d PLATES GRIP TCLL 30.0 Plate Gdp DOL 1.25 TC 0.01 Vert(LL) 0.01 6-7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.81 Vert(CT) 0.01 6-7 >999 240 BCLL 0.0 ' Rep Stress [nor NO WB O.OB Horz(CT) -0.01 3 n/a n/a BCDL 10.0 'Code FBC2017/FPI2014 Matrix-SH Weight: 361b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (I stsize) 3=62/Mechanical, 7=411/0-9-11, 4=-72/Mechanical, 6=10/0-10-13 Max Horz 7=108(LC 8) Max Uplift 3=-118(LC 8), 7=-402(LC 4), 4=-119(LC 17), 6=-255(LC 4) Max Grav 3=76(LC 35), 7=454(LC 35), 6=58(LC 3) FORCES. (Ib) - Max Comp.(Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-138/354 BOT CHORD 1-8— 297/142, 7-8=-463/328, 2-8=-419/305 Structural wood sheathing directly applied or 6-0-0 oc puffins. Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 4-5. NOTES- (10) 1) W ind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. 11; Elgl B; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed ; antl vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the Imes 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 ANSV1PI 1. 3) Gable studs spaced at 1-4-0 Do. 4) This truss has been designed for a 10.0 lost 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-" tall by 2-M 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 100111 uplift at joint(s) except at=lb) 3=118, 7=402, 4=119, 6=255. 8) Hanger(S) or other connection device(s) shall be provided sufficient to support concentrated load(s) 501b down and 326 lb up at 4-2-15, and 50 Ib down and 326 Ih up at 4-2-15 on top chord, and 131b down and 172 Its up at 4-2-15, and 13 Ib down and 1721b up at 4-2-15 on bottom chord. The desigr/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). 10) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3— 90, 1-8=-20, 4-7=-20 Concentrated Loads (lb) Vert: 9=273(F=137, 8=137) 10=80(F=40, B=40) `,G E N,3 No 22839 4` 11,11111.1 T 3 P, •' _0� i�F O R \ V O �% •41"Ir ONl10 So'll Walter P. Finn PE NIi22839 MlTek USA, Inc. R. Cert 6634 6904 Parke East Blvd. Tampa R. 33610 Dale: January 11,2019 AWARNING -Verllydesignperemereaee4READ NOTES ONTHISANDINCLUOEOMITEKBEFEBANCEPAGEM/H4TJrer.MAYW0f5BEFONEUSE. valid for use only with M7ekG connectors. This design Is based only upon parameters shown, and Is for on Individual bulltling component, not Nit a truss system, Before use, the building designer must verily the opolcabllity, of design parameters and properly Incorporate this design Into the overall bulltling design. Bracing Indicated is to prevent buckling of lncMdual hum web and/or chard members only. Additional temporary and permanent bracing M!Tek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Sabrication, garage, erection and bracing of r8 usses aDSO-09 and BCSI Bultlhp Component fo SIMIal, afety Infarmaf orgvollllcble ham Truss Platte Institute, te, 21ilvery. N. Lee Sf eest, Suite 312. Ale VGA 22314MrrM, Taul FL 336! 01vd Jab Truss Type Oly Ply • T15995233 Tmss 1477518 Diagonal Hip Girder 4 1 Job Reference o tional Builders FirstSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Fn Jan 11 05:10:47 21319 Page 1 ID:cSZdj2C8txHARJ4gpwC75rycOd0-bRX7gFP071ij9F7x9DwK90_P79pKyclsjsBMOzwXD6 3-0-13 i 9-10.1 3-U13 6.9-3 2x4 II Special Special Scale = 1:23.1 2-7-7 '0-5-7' 6.9.3 Plate Offsets (X 1)— 15:0-2-8 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/de6 Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.09 5-6 >930 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.10 5-6 >768 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.18 HOrz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 41 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 20 SP No.3 REACTIONS. (Ib/size) 3=225/Mechanical, 4=-3/Mechanical, 6=435/0-10-13 Max Horz 6=149(LC 4) Max Uplift 3=-121(LC 8).4=-78(LC 19), 6=-446(LC 4) Max Grav 3=225(LC 1), 4=82(LC 24). 6=616(LC 35) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-304/574 1 BOT CHORD 1-6=473/306, 5-6=-473/157 WEBS 2-6=-534/249, 2-5=-160/482 NOTES- (8) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=3.Opsf; h=20ft; Cat. 11: 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 10.0lost bottom chord live load nonconcument with any other live loads. 3) * This truss has been ed for a liveof201members. n the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �P will fit between the bottoms and any other p``��1ER 4) Refer to girder(s) for truss to truss connections. �%. O . .... S: ••. �i� 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 4 except Qt=lb)E! �' F ••, �� 3=121, 6=446. �� 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68lb down and 2791b up at No 22839 •� 4-2-15, 68 lb down and 279 Ib up at 4-2-15, and 59 Ito down and 67lb up at 7-0-14, and 81 lb down and 51 lb up at 7-0-14 on top * chord, and 341b down and 191 It, up at 4-2-15. 34 Ile down and 191 Ib up at 4-2-15, and 24lb down and 19 lb up at 7-0-14, and 15 Ito down and 19 lb up at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Z - 3 i 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any i 13 •• .0 F particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. eo,n •• P •�.'��(/`� ,04j` • C 0;; 1 O'• LOAD CASE(S) Standard S 1) + Roof Lumber Increase=1.25, Plate Increase=1.25 �ONAI-��?,`, UDead niform Loadsi(pit)balanced): Vert: 1-3=-90, 14=-20 Concentrated Loads (I e) Walter P. Rnn PE N0?2839 Vert: 7=218(F=109, B=109) 9=209(F=105, B=105) 10=-9(B) MRek USA, Inc. R. Ced 6634 69A Parke East Blvd. Tampa FL 33610 Date: January 11,2019 ,&WARNING-Vdfydealgnpanhh emend REAONOTES ON TNISANOINCLUOEOMREKREFERANCEPAGEM/F7473rcv. IWiMsN115BEFOREUSE. Deslgnvolldfor use only with M6ek®connectors. Thisdeslgn is based only upon parameters shown, and is for an Individual bulalng component not �■- a hum system. Before use, the building designer must verify the appllcablllN of design parameters and properly Incorporate this design Into the overall `o building design. Bracing Indicated is to prevent buckling of Individual hum web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible pawnor Injury and properly daBmyage. For general guidance regarding the and DSB41p and BC51 Bultlbp Component names end hum systerim exal�o1. Safety Ntl. Nformatforavallable from Truss Nate Institute,ction 2, 8 N. Lee Sheet, Suit 312, Alof VAu2 314*odo, Tampa, FL 33810 Job Truss Truss Type of Ply ' T15995234 1477518 Hl Diagonal Hip Girder 1 1 Job Reference o tonal Builders FirstSource, Plant City, FL 33566 8.22D S NOV I8 2018 Mn eK mousrles. Inc. rn dan it u8:1u:4tl 2.4 II Special Scale =1:23.3 LOADING (psQ SPACING- 2-0-0 CSI. DEFL in (too) Vdefl Ld PLATES GRIP TCLL 30.0 Plate Grp DOL 1.25 TC 0.89 V.I CL) 0.15 5-6 >537 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.71 Vert(CT) 0.23 5-6 >347 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.08 Horz(CT) -0.11 4 1 n/a BCDL 10.0 'Code FBC2017/TPI2014 Matrix-SH Weight: 35 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=153/Mechanical, 5=16/Mechanical, 8=399/0-10-13 Max Hoe 8=149(LC 8) Max Uplift 4=-146(LC 8), 5=-84(LC 8), 8=-480(LC 4) Max Grav 4=153(LC 1). 51 32), 8=591(LC 35) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 gle) or less except when shown. TOP CHORD 1-2=-211/353, 2-3=-1861377 BOT CHORD 1-8=-274/218, 7-8=-274/69 WEBS 2-8=-383/284 Structural wood sheathing directly applied or 6-0-0 per puriins. Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 5-6. NOTES- (9) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=3.Opsh, h=20ff; 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) All plates are MT20 plates unless otherwise Indicated. 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 20.01 on the bottom chord in 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 100lb uplift at joint(s) 5 except (jt=lb) 4=146, 8=480. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68lb down and 279 Ib up at 4-2-16. 68 Ib down and 279 lb up at 4-2-15, and 41 lb down and 17 lb up at 7-0-14, and 41 It, down and 171b up at 7-0-14 on top chord, and 34 It, down and 191 lb up at 4-2-15, 34 Ib down and 191 It, up at 4-2-15, and 221b down and 89lb up at 7-0-14, and 22 to down and 89 16 up at 7-0-14 on bottom chord. The design/selection of such connection device(s).is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=90, 1-7— 20, 5-6=-20 Concentrated Loads (Ib) Vert: 9=218(F=109, B=109) 11=209(F=105, B=105) 12=80(F=40, B=40) 0%%-ii vie," No 22839 Waller P. Rnn PE No22839 Mi USA, Inc. FL Cart 6634 69N Pare East Blvd. Tampa FL 33610 Date: January 11,2019 AWABNWG-Ver/fydeslgnpa..m fersendRF DNOTESONTHISANDINCLUDED MR£KBEFEBANCEPAGEMl4T473ra%I"34015BEFOREUSE, Design valid for use only with MreM connectors. IDis design is based only upon parameters shown, and is for an Individual building component not �■' a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall fw building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,DSB419 and BG51 Building Component Suite ^ndrial Nformationov llici from Truss Rate Institute. 21r8 N. tee Sheet 312, Alexandria, VA22314Mado, Tampa, R. 3361Oplvd. Job Truss Truss Type Oty Ply T15995235 1477518 HJA1 Diagonal Hip Girder 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Nov 162018 MiTek Industries, Inc. Fri Jan 11 05:10:49 2019 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ud TCLL 30.0 Plate Grip DOL 1.25 TC 0.64 Verl(LL) 0.00 4-5 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.60 Ven(CT) 0.00 4-5 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.10 Ho1z(CT) -0.09 3 Na Na BCOL 10.0 Code FBC2017/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/Size) 3=-221/Mechanical, 4=-216/Mechanical, 5=890/0-10-13 Max Hom 5=67(LC 4) Max Uplift 3=-221(LC 1), 4=-216(LC 1). 5=-371(LC 4) Max Gray 3=82(LC 4), 4=95(LC 4), 5=890(LC 1) FORCES. (Ib) -Max. CompJMax. Ten. -All tomes 250 (lb) or less except when shown. WEBS 2-5=-545/217 Scale=1:12.7 PLATES GRIP MT20 244/190 Weight: 141b FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or4-2-3 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=3.Opsh h=20ft; Cat. II; E>ie 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 pat bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 201 on the bottom chord in 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) except (jt=1b) 3=221, 4=216, 5=371. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. No 22839 :9 : OF k/� <U% ��i l� • < p R 1 0? Walter P. Rnn PE No.22839 MiTek USA, Inc FL Cart 6634 69M Parke East Blvd. Tampa FL 33610 Bate: January 11,2019 ,&WARNING-Veritydealanpa.xhvsaad READ NOTES ON THISANU INCLUDED MREKAEFENANCEPAGEMI474"i 1014132015BEFORE USE. Design valid for use only with Mlrea connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the Si lnformarllonavallable from Truss Plate institute, 218 N. tee Street systems. 1te 312, A1�an�a, VVA 22314modo, DSO-09 and BCSI BuIdhg Component MiTek' Tampa. FL 33B1Blvd. Job Truss Truss Type of Ply T15995236 1477518 HJA2 Diagonal Hip Girder 1 1 Job Reference (optional) Builders FirslSource, Plant City, FL33566 8.220 a NOV 16 2018 Mr I eK industries, Inc. Fn Jan 11 Lien u:b0 zu19 LOADING (psQ 'SPACING- 2-0-0 CSI. DEFL. in (too) Well L/d TCLL 30.0 Plate Grip DOL 1.25 TC 0.64 Ved(I-Q 0.00 4-5 >999 360 TCDL 15.0 ,Lumber DOL 1.25 BC 0.60 Vert(CT) 0.01 4-5 >999 240 BCLL 0.0 ' 'Rep Stress III NO WB 0.09 Horz(CT) -0.10 3 n/a Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=-127/Mechanical, 4=-148/Mechanical, 5=773/0-10-13 Max Horz 5=73(LC 4) Max Uplift 3=-127(LC 1), 4=-148(LC 1), 5=-315(LC 4) Max Grav 3=43(LC 4), 4=67(LC 4), 5=773(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-488/193 Scale = 1:13.4 PLATES GRIP MT20 244/190 Weight: 16 He FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-7-2 oc purins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; 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 20.0psf 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except OWb) 3=127, 4=148, 5=315. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. ``,k{\IIIIIIIII,p J�PP�(ER P- F�7Y 4i 3�.V\GE.N,p�• i No 22839 Walter P. Finn PE No.22839 MITek U8A Inc. FL Cent 6634 6904 Parke East 11i Tampa FL 33610 Date: January 11,2019 QWARNMO-VeHtydeslgnperemetemend READ NOTES ON THIS AND INCLUDED M/rEKREFERANCEPAGEMi474731ev. 100=15aEFOREUSE. Design valid for use only with Mnek® connectors. This design Is based only upon parameters shown, and Is for an Individual bulltling component, nota truss system. Before use, the building designer must verify the applicability of design parameters and propery Incorporate this design Into the overallbulltling 990T design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanentprocingIs always required for stability antl to prevent collapse with possible personal Injury antl property damage. For generol guidance regarding the fabrication, storage, delivery, erection antl bracing of teas antl truss systems, seeANSlytPll Quality Ciliate, DSB-69 antl IICSI Building Component ko East Blvd. Safety Nfonnatbrpvolloble from Truss Plate institute. 218 N. Lee Street, Suite 312, Alexorwra, VA 22314. Tampa, FL 30610 Job Truss Truss Type at Ply T15995237 1477518 HJA3 Diagonal Hip Girder 1 1 Jab Reference (optional) Builders FirstSource, Plana City, FL 33566 LOADING (psQ SPACING- 2-" CSL TCLL 30.0 Plate Grip DOL 1.25 TC 0.64 TCDL 15.0 Lumber DOL 1.25 BC 0.60 BCLL 0.0 ' Rep Stress Incr NO W B 0.09 BCDL 10.0 Code FBC2017/rP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. Qlatsize) 3=-117/Mechanical, 4=-141/Mechanical, 5=762/0-10-13 Max Horz 5=74(LC 4) Max Uplift 3=-117(LC 1), 4=-141(LC 1), 5=-310(LC 4) Max Grav 3=39(LC 4), 4=65(LC 4), 5=762(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5= 483/191 8.220 S NOV 16 ZU18 MI I eK measures, Inc. Pn Jan it ub:lu:bl Zulu Page l ID:cSZdj2CBtxHARJ4gpwC?5rycOd0-UDm W gdSxA_DBesRjO3?GKs8BEmAcuODRvKgMVBmXD2 DEFL. in (too) Well UcI Vert(LL) 0.00 4-5 >999 360 Vert(CT) 0.01 4-5 >999 240 Horz(CT) -0.10 3 n/a n/a Scale = 1:13.5 PLATES GRIP MT20 244/190 Weight: 16lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-7-13 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCOL=4.2psf; BCDL=3.Opsf; h=20ft; 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) 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 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 01=lb) 3=117, 4=141, 5=310. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. \\IIIIIIIfff ,P�ISR P- %% O E N No 22839 i�tS • O R 1 P, 41 Waiter P. Final PE No.22839 MRek USf4Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 AWARNING -VerilydesignParamelersendRE4DNOTES ONMIS AND INCLUDED UREKNEFERANCEPAGEMl479]Jrev.1aN12a1SBEFOREUSE. valid for use only with MRek® connectors. This design Is based only upon parameters shown, and Is for an Indlvldual building component, not wit a truss system. Before use, the building designer must vetlN the appllcablllty of design parameters and properly Incorporate this design Into the overall building design,. Brccing Indicated is to prevent buckling of Individual truss web and/or chord members only. Addlflonol temporary end permanent bracing WOW Is always required for stability and to prevent collapse wlih possible personal Injury and property damage. For general guldonce regarding the DSB-09 and BC5l luldbp Component fabrication,froOr� era tlallovbie Suite a. frolm Truss Plate InsflMe. 218 N. Lee Street, 312, Mexa^nd VA 22314Mnb, Te pa�FLe 33810Ntl. Job Truss Truss Type City Ply T15995238 1477518 HUD Diagonal Hip Girder 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Nov 162U18 NO ex Industries, Inc. Yu Jan 11 05:1U:bl 2U19 Scale = 1:16.3 2-7-7 3-1-2 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.65 Verl(LL) 0.01 4-5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.58 Ven(CT) 0.02 4-5 >999 240 BCLL 0.0 Rep Stress Incr NO W B 0.08 Horz(CT) -0.12 3 Na n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 19lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=5/Mechanical, 4=-64/Mechanical, 5=680/0-10-13 Max Horz 5=89(LC 4) Max Uplift 3=.91(LC 8), 4=-64(LC 1). 5=-261(LC 4) Max Grav 3=5(LC 15), 4=37(LC 4), 5=680(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-459/181 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-8-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; Exp B; Encl., GCpi=0.1&, MWFRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This tmss 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 36-0 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 100 lb uplift at joint(s) 3, 4 except Qt=lb) 5=261. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. No 22839 OF Wafter P. Flnn PE Ne.22839 M(Tek USA, Inc. FL Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 ,&WARNING -verity design pereshtersand READ NOTES ON TNISAND/NCLUDEDMRKREFERANCEPAGEMIF703re¢ 16N32015BEFORE USE Design valid for use only with Mi connectors. This tleslgn Is based only upon parameters shown. and Is for an Individual building component not ��- a truss system. Before use, the bulld'mg designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bullding tleslgn. Bracing indicated is to prevent buckling of Individual hues web and/or chord members only. Additional temporary and permanent bracing Is always required for stablllty, and to prevent collapse with possible personol Injury and property damage. For general guidance regarding the fabrication, storage, delivery, search and bracing of hums and hum systems, seeANSVIPII CuoI1H CMada, DSBA9 and ICSI Building Component en Safety Infoationavallable from Truss Plate Institute, 218 N. Lee Sheet Suite 312, Alexandria, VA 22514. M)Tek• 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Cry Ply T75995239 1477518 HJF Diagonal Hip Girder 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 05:10:52 2019 2x4 II Scare=1:16.6 2-7-1 337 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (too) Well L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TIC 0.64 Vert(LL) 0.01 4-5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.57 Vert(GT) 0.02 4-5 >999 240 BCLL 0.0 ' Rep Stress Mor NO WB 0.08 Horz(CT) -0.12 3 n/a Ina BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 20 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=23/Mechanical, 4=-53/Mechanical, 5=670/0-10-13 Max Hoe 5=92(LC 4) Max Uplift 3=-37(LC 8), 4=-53(LC 1), 5=-254(LC 4) Max Grav 3=23(LC 1), 4=34(LC 4), 5=670(LC 1) FORCES. (Ib) - Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-457/181 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-10-8 oc puffins. BOT CHORD Rigid ceiling directlyapplied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; 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 20.0psf 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 girders) 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, 4 except (jt=1b) 5=254. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. ,`X'SER P. P" No 22839 Walter P. Rnn PE No.22839 MiTek USA, Inc. R. Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: January 11,2019 Q WARNING - Verity dasipn pare meteor end BEAD NOTES ON THISAND INCLUDED MIFEKNEF£NANCEPAGEMI4T4Ta rev. 1040.3sta615BEFGBEUSE Design void for use only with Meek® connectors. This design Is based only upon parameters shown, and Is for an Indlvldual bulltling component, not ��- a truss system. Before use, the bulltling designer must verry the cppllcab illy of design parameters and properly Incorporate this design Into the overall building design, Bracing Indicated is to prevent buckling of lndIvidual truss web and/or chord members only. Additional temporary and permanent brocing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fobrication, storage, delivery, erection end bracing of Musses and truss systems seeANSITIPII DualMy Criteria. DS949 and BCSI Building Compan�nt 6904 Parke East Blvd. Satisfy infomrafbrnvallable from Truss Plote Institute, 218 N. Lee Street Suite 312, Alexantlrlo. VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply T15995240 1477518 MG01 Jack -Closed Girder 1 2 Job Reference (optional) Builders FirslSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 05:10:53 2019 Page 1 3J4gpwC75rycOdCi-ObuHSJTBibTstAb5VT1 kPHEb3ankMD8kMeKSa3mXDO 3x4 !� Special 3.6 II Special 4x6 = Special Special Scale = 1:28.2 Plate Offsets (X Y)— f5:0-4-8 0-1-81 LOADING (psQ SPACING- 2-M CSI: DEFL. in (too) Mail Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.05 1-5 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.90 Ven(CT) -0.08 1-5 >999 240 BCLL 0.0 ' Rep Stress Incr NO W B 0.57 HOrz(CT) -0.01 1 ril n/a BCDL 10.0 Code FBC2017/TPI2014 Matdx-SH Weight: 100 Re FT=20% LUMBER- BRACING - TOP CHORD 2x4 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. WEBS 2x4 SP No.3 GOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=333710-7-4,4=2401/Mechanical Max Hom 4=174(LC 8) Max Uplift 1=-644(LC 8), 4=-546(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2= 3820/703 BOT CHORD 1-5_ 581/3370, 4-5= 581/3370 WEBS 2-5=-567/3010, 2-4=-3791/848 NOTES- (9) 1) 2-ply truss to be connected together with 1Od (0.131"&') 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 0-6-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 Do. 2) All loas are consideed equaly appied to all pies, exceptply con ections haver rbeen prolvidedlt distributle only loadslnoted as (F) or (B) f noted as front (F) �u Hess otherwise find caOAdD CASr back (B) face in the ES) section. Ply to ,,` ISR rP ph; 3) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mTCDL=4.2psf; BCDL= =201t; 3.Opsf; hCat. II; Ext1 B; Encl., �%, GCpi=0.18; MWFRS (envelope); Cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 ,�� V •�C E i� S ••. �i� 4) This truss has been designed fora 10.0 psf bottom chard live load nonconcurent with any other live loads. �� �' F ••. �� 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 No 22839 will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. * * 7 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except 61=11e) ir 1=644, 4=546. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1255Ib down and 260111 up at i T E OF 0-10-4, 12571b down and 272 Re up at 2-10-4, and 1146 lb down and 245 he up at 4-10-4, and 1146 Its down and 245 Re up at �i O �4(/ 6-10-4 on bottom chord. The design/selection of such connection devices) is the responsibility of others. �i,�, •;� ( R; 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any 4# ``�'? ��� particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. pI�S�ONA1111 � j!; % LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Walter P. Finn PE No.22839 Uniform Loads (pIQ MITek USA, Inc. FL Cent 6634 Vert: 1-3— 90, 1-4= 20 6904 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 O WARNING -Visdry design parainetersend READ NOTES ON TNISAND/NCLUDED MMEKREFERANCEPAGEMl47422my. lW=150EFOREUSE. Design valid for use only with MTsk® connectors. Th s design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the bullding designer must verify the applicability 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 MiTek' Is always reel for sfoblllty and to prevent collapse with possible personal Injury and property damage. For Retool guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, weANSVIPIt Gua20ryry CMedo, DSB49 and BC81 Building Component 6904 Parke East Blvd. Safety Nformalbrrnrallable from Truss Plate Insltiute. 218 N. Lee Street Suite 312, Alexantlrlo. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply . T15995240 1477518 MG01 Jack -Closed Girder 1 2 Job Reference (optional) Builders FirsiSource, Plana City, FL 33566 LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: S=-1146(B)16=-1255(B)7=-1257(B) 8=-1146(B) 8.220 s NOV 162018 MI I eK industries, Inc. i-n Jan 11 ul u:b3 gal d rage 2 ID:cSZdl2CetzHARJ4gpwC45rycQdQ-ObuHSJTBibTstAb5VTikPHEb3ankMDBkMeKSa3z XD0 ,&WARNING-Ver/lydes19rperemefe..dREAO NOTES ON TNISANG INCLUDED MGEKREFERANCEPAGEM674TJrev. ieNa20I5aEFORE USE Design valid for use only with MRek® 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 oppllcablllty 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 M)Tek* 6 always required for stability and to prevent collapse with pomble personal Injury and property, damage. For general guidance regarding the Safety lnfamra8crrovolloble from Truss Plate lnsfil 218 N. Lee Street. Suite312 AIeantlPrlol. OVA 212y14Ma� DSB49 and BCSl Building Component Te paeFIL 3361O Nd Jab Truss Truss Type Of Ply T15995241 1477518 IG02 Monopitch Girder 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 ST1.5xa STP = 8.220 s Nov 16 2018 MITek Industries, Inc. Fn Jan 11 05:10:54 2019 Page 1 ID:cSZdj2C8txHARJ4gpwC75rycOd0-unSfleUpTvbjVKA13BYz Umos He503ubl306WmXD7 Scale = 1:18.0 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (too) Well Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.23 V."(,L) -0.01 34 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.02 34 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.02 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 19lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-8 Be pudins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (IWsize) 3=209/Mechanical, 4=24310-7-10 Max Harz 4=58(LC 8) Max Uplift 3=-71(LC 8) FORCES. (lb) -Max. CompJMax. Ten. -Aft fames 250 (Ib) or less except when shown. NOTES- (9) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=3.Opsf; h=20ft; 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 lb uplift at joint(s) 3. 6) Use Simpson Strong -Tie LUS24 (4-1 Od Ginter, 2-1 Od Truss, Single Ply Girder) or equivalent at 1-2-9 from the left end to connect tmss(es) to back face of bottom chord. 7) Fill all nail holes where hanger is in contact with lumber. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-90, 3-4=-20 Concentrated Loads (Ib) Vert: 5=-140(B) %P��ER P. No 22839 Walter P. Finn PE No.22839 MITek USA, Inc. R. Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 11'IYI WOW 6904 Palle East Blvd. Tampa, FL 33610 Job Truss Truss Type Oty Ply , T75995242 1477518 MHGO1 Half Hip Girder 1 1 Job Reference (optional) Builders FirsiSource, Plant City, FL 33566 8.220 s Nov 16 2018 MITek Industries, Inc. Fn Jan 11 05:10:55 2019 2x4 ST1.5%B STP = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.25 TC 0.09 TCDL 15.0 Lumber DOL 1.25 BC 0.04 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 BCDL 10.0 Code FBC2017/TPI2014 Matdx-R LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Is/size) 3=53/Mechanical, 4=117/0-7-10 Max Horz 4=43(LC 8) Max Uplift 3=-99(LC 8) Max Grav 3=94(LC 32). 4=117(LC 1) FORCES. (lb) -Max. Comp fMax. Ten. -All forces 250 (I s) or less except when shown. Special Special Scale = 1:15.7 OEFL. in (loc) Well Ud PLATES GRIP Vert(LL) -0.00 4 >999 360 MT20 244/190 Vert(CT) -0.00 3-4 >999 240 Hoa(CT) -0.00 3 n/a n/a Weight: 12lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-5-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (10) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate Into DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTP1 1. 3) Gable studs spaced at 14-0 Do. 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 21 on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the boftomi 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) 3. 8) Hangegs) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2111 down and 61 Ib up at 2-34 on top chord, and 33111 down and 79 lb up at 2-3.4 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). 10) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=-90, 3-4=-20 Concentrated Loads (lb) Vert: 2=30(F)3=34(F) 1111111111//��, ,,DPP ISR P- No 22839 ir 90: A F . 44/ � *-';I /ONAI IE?��`� Wafter P. Finn PE ND.22839 MITek USA, Inc. R. Oert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 O WARNING- Varltytlasfgn parameters end READ NOTES ON TN/SAND INCLUDED MIrEKBEFEBANCEPAGEM11-74TJ rev. IOU32015BEFONE USE. Deslgn valid for use only with Mael@ connectors. This design Is based only upon parameters shown, and Is for an IndNldual building component, not a truss system. Before use, the building designer must verify Me appllcoblllty of design parameters and properly Incorporate this design Into the overall M9041qae building design. Bracing indicated is fo prevent buckling of Individual truss web and/or chord members only, Additional temporary and permanent bracingIs always required for stability antl to prevent collapse with possble personal injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, WeANSVIPit Duallry CMarlo, DS349 and BCSI building Component East Blvd. Safety Infoanationamiloble from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexontlrlo, VA 22314, Tampa, FL 33610 Job Truss Truss Type City Ply T75995243 1477518 PB01 Piggyback 2 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 6.00 12 6x8 i 8 3x4 = 8.220 s Nov 16 2016 MiTek Industries, Inc. Fri Jan 11 05:10:56 2019 Pagel ID:cSZdj2C8txHARJ4gpwC?5rycOd0-rAaPjKW3?WrRkcJgAcbR1vs24ny5ZhzB2cY7AOz XCz 3xB d TOP CHORD UNDER PIGGYBACKS TO BE LATERALLY BRACED BY PURLINS AT 2-0-0 OC. MAX. TYPICAL. Scale: 1/2'=1' Plate Offsets (X Y)— 13:0-4-0 0-1-151 18:0-1-90-0 131 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.00 1 n/r 120 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.00 1 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 6 n/a n(a BCDL 10.0 Code FBC2017/iP12014 Matnx-SH Weight: 41111 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. All bearings 12-9-1. (lb) - Max Horz 2=32(LC 12) Max Uplift All uplift 100lb or less at joint(s) 6, 2,8 except 7=-179(LC 8) Max Grav All reactions 250 lb or less at joint(s) 6,2 except 8=384(LC 1), 7=731(LC 1) FORCES. Inc) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-8=606/238, 4-7= 602/402 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- (8) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; 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 2) Provide adequate drainage to prevent water pending. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) - This truss has been designed for a 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) 6, 2, 8 except Qt=lb) 7=179. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. WARNING - and is for Ii1=?015BEF0REUSE. not jell P E NSF No 22839 I :9 t,TE OF C? % Waiter P. Finn PE No.22839 MiTek USA, Inc. R. Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 6904 Palle East Blvd. Tampa, FL 33610 Job Truss Truss Type Oty Ply T15995244 1477518 PB02 Piggyback 2 1 Job Reference (optional) Builders FirstSource, r Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 05:10:57 2019 Scale = 1:23.6 4x6 = 2.4 II 2x4 II 10 9 8 7 3x4 = 2x4 11 2x4 11 2x4 11 13.8-10 LOADING (psf) SPACING- 2-0-0 CSL OEFL in (too) Vdefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.00 1 hurt 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.21 Vert(CT) 0.00 1 hurt 120 BCLL 0.0 ' Rep Stress Incr YES W B 0.11 Horz(CT) -0.00 6 rate rare BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 46 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 BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 12-9-1. (lb) - Max from 2=73(LC 12) Max Uplift All uplift 1001b or less at Joints) 6, 2 except 9=-165(LC 8), 10=-108(LC 9) Max Gmv All reactions 250 lb or less at joint(s) 6, 2, 7, 8 except 9=648(LC 1). 10=512(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. WEBS 4-9=-541/361, 3-10=-400/296 NOTES- (8) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opst h=20ft; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) 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 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 nonconcurrem 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 1001b uplift at joint(s) 6, 2 except Bt=lb) 9=165, 10=108. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 8) This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. J%OE P��R ,P,p�ti No 22839 XZ :90: OF :: Qu' i ,ONA' 0 " Walter P. Rnn PE No.22889 MfTek USA, Inc FL Cert 66N 6904 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 WARNING- Verify design paramefemand READ NOTES ON THIS AND UICLUDEDANTEKREFERANCE CAGE MX7473rev- 1oWi201S BEFORE USE. Deslgn valid for use only with MRek$ connectors, This design Is based only upon parameters shown, and Is for an IndNldual bulltling component not a hum system. Before use, the bulltling designer must verify the applicability of desgn parameters and properly Incorporate this design Into the overall M90!a bullding design, Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracingIs always required for stability andto prevent collapse with possible personal Injury and property damage, For general guidance regarding the fabrication, storage, delivery, erecton and bracing of trusses and hum systems seeANSUTPl I Quo[Hy Criteria, D5349 and BCSI Building Component ke Best Blvd. Safely lnformatbnwallable from Truss Plate Institute, 218 N. fee Sheet, Suite 312, Alexontlrlo, VA 22314. Tampa, FL 33610 Job Truss Truss Type Dry Ply T15995245 1477518 PBO3 Piggyback 2 1 Job Reference (optional) Builders FirsrtSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 05:10:58 2019 6.00 r12 3x4 = 4x6 = 2.4 II 7 2x4 II Scale =1:23.4 I d 13.8-10 13-8-10 LOADING (psp SPACING- 2-M Cat. DEFL. in (lac) Vdefl Lrd PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.00 1 111 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.27 Vert(CT) 0.01 1 Nr 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 6 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 47 to FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directlyapplied or 10-0-0 cc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 12-9-1. (lb) - Max Hoe 2=113(LC 12) Max Uplift All uplift 1001b or less at joints) 5, 2,6 except 7=-161(LC 8), 8=-130(LC 12) Max Gmv All reactions 250 lb or less at joint(s) 5, 6 except 2=324(LC 1), 7=594(LC 1), 8=607(LC 1) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 4-7=-515/341 WEBS 3-8=-453/352 NOTES- (8) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCOL=4.2psh, BCDL=3.Opsf; h=20tt; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(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) Provide adequate drainage to prevent water parking. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed fora live load of 20.Opsf an 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. 6) Provide mechanical connection (by others) of truss to beading plate Capable of withstanding 100 lb uplift at jaint(s) 5, 2, 6 except (jt=lb) 7=161. 8=130. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. No 22839 :9 % O R 0,S'oNA1 0E�C?,, Walter P. Rnn PE No.22839 Mffek USA, Inc. FL Cart 6634 6904 Parke East Byrd. Tampa FL 33610 Date: January 11,2019 WARNING- Vedtydesignparametersand READ NOTES ON MIS AND INCLUDED MITEKREFERANCE PAGENDI rev. 144112e15BEFORE USE. sign valid for use only with MRek®connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not rues system. Before use, the building designer must verify the appllcobllHy, of design parameters and property Incorporate this design Into the overall Iltling design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Addlflonol temporary and permanent bracing eways required for stability and to prevent collapse with passible personal injury and property damage. For general guidance regarding the Addition. storage, delivery, erection and bracing of trusses and truss systems, seeAN err,11 Cual" Cdbria, DS5419 and BC51 SWdha Component 69N Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type City Ply T15995246 1477518 PB04 Piggyback 1 1 Jab Reference (optional) Builders RrstSource, Plant City, FL 33566 8.220 a Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 05:10:59 2019 Page 1 ID:cSZdj2CBtxHARJ4gpwC75rycOd0-FIFYLMYyI RDOb52Fsk88eYUbh70Em2kdkannnjmXCw 7-11-15 13-8-10 7-11-15 l 5.0.11 Scale =125.2 4x6 = 3x6 II 4 5 6 6.00 12 2x4 II a 3 2 o � 1 El 0 a 0 3= 0 w 2x4 II 9 2x4 II 0 8 7 3.8 II 13-8-10 13-8.10 LOADING (psQ SPACING- 2-M CSI. DEFL. in (too) Well Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.42 Vert(ILL) 0.00 1 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.00 1 1 120 BCLL 0.0 ' Rep Stress her YES W B 0.12 Horz(CT) -0.00 6 n(a n/a BCDL 10.0 Code FBC2017/rP12014 Monti Weight: 521b 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 and verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 12-9-1. (lb)- Max Horz 2=154(LC 12) Max Uplift All uplift 100 lb or less atjoint(s) except 6=-399(LC 1). 7- 154(LC 3), 9=-107(LC 9), 10=-171(LC 12), - 8=-217(LC 8) MaxGI All reactions 250 lb or less atjoiri 6, 2 except 9=518(LC 1), 10=473(LC 1).8=814(LC 1) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-252/105, 5-8=-696/452 WEBS 4-9=411/321, 3-10=-403/371 NOTES- (8) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opst h=20ft; Cat. II; E1ie B; Encl., GCpi=0.18; MWFRS (envelope) and C-C EMerior(2) 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 pending. 3) Gable requires continuous bottom chord beading. 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 tell by 2-0-0 wide will fit between the boftomichord and anyether members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 399 lb uplift at joint 6, 154lb uplift at joint 7,107 lb uplift at joint 9,171 Ib uplift at joint 10 and 2171b uplift at joint 8. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced bythe building code. No 22839 p�NAll II„�``p Water P. Finn PE Nd.22839 M1rek USA, Inc. FL Cent 66M 6904 Parka East Blvd. Tampa FL 33610 Date: January 11,2019 AWARNING-VergydesignparametersendREADNOTESONTHISAND/NCLUDEDMITEKREFERANCE PAGE M67473rsy.[NOYlef6BEFORE USE. Design valid for use only with M79M connectors. This design Is based only upon parameters shown, and Is for an Individual bulltling 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 bulltling design. Bracing Indicated is to prevent buckling of IndNltlual hues web and/or chord members only. Additional temporary and permanent bating s always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of humes and hum systems, seeAN51nP11 Ouag? Cdledo, DSB419 and ICSI Building Component' Sollars Informatlonavoiiable from Truss Plate Institute, 218 N. Lee Sheet Suite 312, Alexandria. VA 22314. M!Tek* 6904 Palle East Blvd. Tampa, FL 33610 Job Truss Truss Type City Ply T15995247 14775,8 PBO5 Piggyback 1 1 Job Reference (optional) Builders FiratSource, Plant City, FL 33566 Sx8 i 8.00 12 10 2x4 _ 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 05:11:00 2019 Page 1 ID:cSZdj2CSIxHARJ4gpwC75rycQdQ-jxpwZiZa3ILsDFdRPROJBIOpEON3VV WmzEWKJ9mXCv 3.8 II 4 US C 2x4 = Scale=1:18.8 Plate Offsets KY)— f3:0-4-8,0-1-81.15:0.4-8,0.1-81.18:0-1-9,0-0-131.110:0-1-9,0-0-131 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (lac) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) -0.00 6 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.09 Verl -0.00 6 n/r 120 BCLL 0.0 ' Rep Stress their YES WB 0.08 Hom(CT) 0.00 6 We n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 321b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. All bearings 9-1-12. (lb) - Max Ho¢ 2=14(LC 11) Max Uplift All uplift 100 Ib or less at joint(s) 2, 6, 10, 8 except 9— 111(LC 9) Max Grav All reactions 250 Ile or less at joint(s) 2, 6, 10, 8 except 9=442(LC 23) FORCES. (lb) -Max. CompdMax. Ten. -All forces 250 (Ib) or less except when shown. WEBS 4-9=-369/285 Structural wood sheathing directly applied or 6-0-0 oc pudins. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- (9) 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=3.OpsY h=20ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) 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) Provide adequate drainage to prevent water pending. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 10. 8 except Qt=lb) 9=111. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. ,%%*V..(EE111 ..i'V No 22839 :9 OF •�/C ,,0i��S O R % �. O1 Waiter P. Finn PE No22839 MiTek USA, Inc. R. Cert 66M III Parke Fast Blvd. Tampa R. 33610 Date: January 11,2019 QWARNING-VeNlydeslgnp.r.melws.dREAD NOTES ON WISAND/NCLUDEDMRKNEFERANCEPAGEMIF7473.e.. feNY1015BEFONE USE. Deslgn valid for use only with MITeI0 connectors. This design Is based only upon parameters shown, and Is for an Indlvlduol bullding component, not ��- a fruss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building tleslgn. Bracing Indicated is to prevent buckling of lndMtlual truss web and/or chord members only. Addlllonal temporary and permanent bracing MiTek' Is always required for stablllry 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 seeANSVTPII Quality Criteria. Mail and SCSI Building Component 690d Parke East Blvd. Safety Informatbnovollabie from Truss Plate Institute. 218 N. Lee Street Sulte 312, Alexandre. VA 22314. Temp., FL 33610 Job Truss Truss Type City Ply T1599524B 1477518 PB06 Piggyback 1 1 Job Reference (optional) Builders FirsiSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries. Inc. Fri Jan 11 05:11:01 2019 46 = 4x6 = 8 7 2x4 = 2x4 2x4 11 214 = LOADING (psf) SPACING- 2-041 CSI. DEFL. in (loc) Well Ud TCLL 30.0 Plate GirlDOL 1.25 TC 0.15 Veil 0 6 rdr 120 TCDL 15.0 Lumber DOL 1.25 BC 0.08 Vert(CT) 0.00 6 nfr 120 BCLL 0.0 Rep Stress Incr YES WB 0.06 HOR(GT) 0.00 5 nfa n1a BCDL 10.0 Code FBC2017/rPI2014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. All bearings 9-1-12. (Ib) - Max Horz 2=20(LC 10) Max Uplift All uplift 100 Ib or less at)oint(s) 2, 5, 8, 7 Max Grav All reactions 250111 or less at joints) 2, 5 except 8=347(LC 23), 7=347(LC 24) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-8=-268/184, 4-7= 268/185 Scale = 1:18.8 PLATES GRIP MT20 244/190 Weight: 35 lb FT=20% Structural wood sheathing directly applied or 6-0-0 oc puriins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (9) 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=3.Opst h=20ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exter or(2) 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) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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 beading plate capable of withstanding 100 lb uplift at joints) 2, 5, 8, 7. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) This manufactured product is designed as an individual building Component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. �J�,P�II I eR'P!FGl! ����` S` • �'� G E N SF �� ,'�ii No 22839 i Y'.T OF ,'•�7� 00. .00RIV �O ss1ONA� i�Go' Waiter P. Him PE No.22839 hlf rek USA, Inc. FL Cart 6634 6904 Parke East Bid. Tampa FL a3610 Date: January 11,2019 QWARNING-lf dlydederr p4remefernand READNOTESON TH/SAND INCLUDED WEKREFERANCEPAGEMIF7479 rev. 1N01201SBEFOREUSE. ��• Design valid for use only with Mhek® connectors. This design Is based only upon parometan shown, antl Is for an Individual bulltling component, not a truss system. Before use, the building designer must verify the apalcabllity, of design parameters and properly Incorporate this design Info the overall bulltling tleslgn. 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 wlfh possible personal ln)ury and property damage. For general cadence regarding the Safety Nformartbfpvalloble from Truss Pla, erection te lnsflMe, 218 N. Lee Street, of trumes cnd hum Sulfa 312, Alexa oi. VGualA 2 %4 ��' DSBd9 and BCSI Bu1tlhD Component Tampa, FL 33610Ntl. Job Thus Truss Type 0ty Ply T15995249 1477518 PS07 Piggyback 7 1 Job Reference (optional) Ruilrf re FiretBnurce. PIaM Chu FL 33566 8.220 a Nov 162018 MiTek Industries, Inc. Fri Jan it 05:11:02 2019 Page 1 - ID:cSZdj2CBtxHARJ4gpwC75ryc0d0-fKxg_OagaMbaSYngxshrGA67yC1 FzP830Y7RN2zwXCt 5-6-7 11.0-14 5-6-7 5.6-7 46 = 6 3x4'— 2x4 II 3x4 = LOADING (psi) SPACING- 2-0-0 CS]. DEFL. in (loc) Mail IJd TCLL 30.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.01 5 n/r 120 TCDL 15.0 Lumber DOL 1.25 BC 0.23 VerI 0.02 5 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 4 Na Na BCDL 10.0 Code FBC2017/TP12014 Matdx-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD OTHERS 2x4 SO No.3 REACTIONS. (lb/size) 2=289/9-1-12, 4=289/9-1-12, 6=540/9-1-12 Max Hors: 2=-42(LC 10) Max Uplift 2= 73(LC 12), 4=-80(LC 13), 6=-82(LC 12) Max Grav 2=293(LC 23), 4=293(LC 24), 6=540(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. WEBS 3-6=-369/234 Scale = 1:19.4 PLATES GRIP MT20 244/190 Weight: 351b FT=20% Structural wood sheathing directly applied or 6-0-0 cc pudins. Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- (8) 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=3.Opst h=20ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and light exposed ;C-C for members and tomes & 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 psi 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-" 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) 2, 4, 6. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by thelbuilding code. - Verity dealgn Parameters end BEAD NOTES ON THIS AND INCLUDED MITEKBEFEBANCEPAGE MIF7473 rev. 1W103iFp15BEFOBE USE for use only with Mnek0 connectors. Ws design Is based only ueon eammehum shown. and Is for an Individual bufla ino eomoone No 22839 R 1 �• �j�,�` Al- 111111111 Walter P. Finn PE No.22899 MiTek USA, Inc. FL Cert 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: January 11,2019 6904 Parke East Blvd. Tempa,FL 33610 Job Truss Truss Type Ory ply' T15995250 1477518 P508 Piggyback 1 2 Job Reference (optional) R,4ldom FlmLgaerae. PIaM City_ FI 3356R 8.220 s Nov 16 2018 MiTek Industries. Inc. Fri Jan 11 05:11:03 2019 Paqe 1 6 0 ID:cSZdi2CBWARJ4gpwC75rycOd0-7W V3BIbSLgjR4iMO5aD4pOeLRcOlitlCfCl_WUMXCS 4x6 = 6 _ 2x4 — 2x4 II 2.4 Scale = 1:19.4 11-0.14 LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.01 5 n/r 120 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.12 Vert(CT) 0.01 5 rVr 120 SCLL 0.0 - Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 70 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-" oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=289/9-1-12, 4=289/9-1-12, 6=540/9-1-12 Max Horz 2=A2(LC 10) Max Uplift 2=-73(LC 12), 4=-80(LC 13). 6— 82(LC 12) Max Grav 2=293(LC 23), 4=293(LC 24), 6=540(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. WEBS 3-6=-369/234 NOTES- (10) 1) 2-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. Bottom chords 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 CASES) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced mof live loads have been considered for this design. 4) Egust) l cER GCpi=O..18;MW FRS (enve ope) and C-C Extedor(2) zone; cantilever heft and right exp ed;C-C forr m mbe members and forces MWFRS 0%! % P. for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 %% ``Q.� r V '0 5) Gable requires continuous bottom chord bearing. �� ,ti 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This Imss 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 No 22839 will fit between the bottom chord and any other members. * •• 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 2, 4, 6. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) This manufactured product is designed as an individual building component. The suitability and use of this component for any i •, OF . 41 Z •� 0 particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. i • �� ORS. �AS. 4110NA� S�%%%% Waller P. Finn PE No22839 MITek USA, Inc. FL Cart 6634 69N Parke East Blvd. Tampa FL 33610 Date: January 11,2019 WARNING -V �slan valid for cols and is for an rev. 1W XIVOI S BEFORE USE. not bracing MITek- 69M Pars East Blvd. Tampa, FL M610 Job Truss Truss Type Oty Ply - T75995251 1477518 V4 Valley 1 1 Jab Reference (optional) Builders RrstSource, Plant City, FL 33566 8.220 s Nov 16 2016 MI I eK inaUStnes, Inc. rn Jan 11 use 1:U9 2UlB 3x4 = 2 2x4 9 20 1 Scale = 1.7.7 a d 0 LOADING (psQ SPACING- 2-" CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) Na - n/a 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.09 Ved(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 101It FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or4-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 no bracing. REACTIONS. (lb/size) 1=151/3-11-0, 3=151/3-11-0 Max Horz 1=11(LC9) Max Uplift 1=-30(LC 12), 3=-30(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (7) 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vull60mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=3.Opst h=20ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right expgsed ;C-C for members and forces & MW FRS 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Lttttt111111101j, apt �JER P, P, *.# SAP-' 6 E N'S �(' No 22839 ir ?9•• A F• ::•41 i0 14J p�04 /0 N All. Wafter P. Finn PE No.22839 MITek USA, Inc. FL Cod 6634 6904 Parks East Blvd. Tampa R. 33610 Date: January 11,2019 Q WARNWG.Verifydeslgnparamefersend READNOTES ON MIS AND INCLUDED MIrEKREFENANCEPAGEMIF7403rev. 1W0.140156EFONE USE. Design vold for use only with MOM connectors. PhIs 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 cpalcaallfy of design parameters and properly Incorporate this tlesign Into the overall building design. Bracing Indicated is to prevent buckling of Individual nuss web and/or chord members only. Addltlonal temporary and permanent bracing M!Tek' 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 muss systems, WeANSVIIVII Quality CrBerda, DSI-09 and BCSI Balding Component 69N Parke East Blvd. Safety InfaooatbrnvoYable from Truss Plate Institute, 218 N. Lee Sheet, Suite 312. Alexandria VA 22314. Tampa, FL M610 Job Truss Truss Type Oty Ply T15995252 14775,8 V8 Valley 1 1 Job Reference (optional) Builders Firsassurce, Plant City, FL 33566 8.220 a Nov 16 2018 MITek Industnes, Inc. Fn Jeff 11 05:11:05 2019 4x6 = 2x4 i 2x4 Q Scale = 1:15.2 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress [nor YES Code FBC2017/TP12014 CSI. TC 0.18 BC 0.13 W B 0.06 Matrix-SH DEFL. Vart (CL) Vert(CT) Horz(CT) in (too) Udefl Ud n/a - n/a 999 n/a - n/a 999 0.00 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 25 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Stmctuml wood sheathing directly applied or 6-0-0 oc puriins. 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) 1=168/7-11-0, 3=16877-11-0, 4=406/7-11-0 Max Horz 1=28(Lp11) Max Uplift 1=-41(112), 3=-46(LC 13), 4=-64(LC 12) Max Gray 1=171(LC 23), 3=171(LC 24), 4=406(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-275/189 NOTES- (7) 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=3.Opsf; h=20ft; 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 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0lost bottom chord live load nonconcurrent with any other live loads. 5) ive load rf 20.0psf -0-0 n the bottom chord in all areas where a rectangle 3 tall by2-0-0 wide will between the bottom chord andother members. lr 6) Provide mechanical connection (by others) of truss to bearing capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. IER P. plate 7) This manufactured product is designed as an individual building component. The suitabilityand use of this component for any �%�P.�.. / particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. `,�� No 22839 90 o ��` •���i`S/ONAL Walter P. Rnn PE No.22839 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 O WARNING. Verity design parameters and READNOTES ON MIS AND INCLUDED NIFENREFERANCEFAGEMALMMiev. 1a 015 BEFORE USE Design valid for use only with 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 verity the applicabllity of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual buss web and/or chord members only. Additional temporary and permanent bracing Is always faceted for stability and to prevent collapse with possible personal Injury and property dpa1ymyage. For general guldence regarding the M!Tek' Safety In/ormotlo avaaable norm Truss Plate Institute, 2 B N. tee Sheet, Suite 312 Aland o.. VA 22314.Ma� DSe�9 and BC31 aWdyrp Component Tempo. FL 33610I� Job Truss Truss Type City Ply T15995253 1477518 VA1 Valley 1 1 Job Reference (optional) Ruilders RrstSource. Ram Citv. FL 33566 8.220 a Nov 16 2018 MiTek Industries. Inc. Fri Jan 11 05:11:06 2019 Pace 1 a d ID:cSZd12C8IxHARJ4gpwC15rycOd0-Y5ABgldLeb6OxA4bmimnROGnTpMDvDpfL AzfWpmXCp 4.6 = 4 3x4 G 2x4 II 3x4 C Scale = 1:21.5 11-8-14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (too) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.51 Vert(L-) n/a - Na 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.36 Vert(CT) Na - n(a 999 BCLL 0.0 ' Rep Stress [nor YES WB 0.10 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 391b 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 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 1=268/11-8-14,3=268/11-8-14,4=648/11-8-14 Max Horz 1=44(LC 11) - Max Uplift 1=-66(LC 12), 3=-73(LC 13), 4=-102(LC 12) Max Grav 1=273(LC 23), 3=273(LC 24), 4=648(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Its) or less except when shown. WEBS 2-4-440/269 NOTES- (7) 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=3.Opsf; h=20f : Cat. 11; Exp B; Encl., GCpi=o.18; MW FRS (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=1.60 3) Gable requires continuous bottom chard bearing. 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-" 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 1001b uplift at joint(s) 1, 3 except (jt=lb) 4=102. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. ........... No 22839 -'.1111I I 1P`- Walter P. Flan PE No.22839 MiTek USA, Inc. R. Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: January 11,2019 QWARNING-VeHrytlesignparamefersand READ NOTES ON TN/SANDINCLUDEDMREKNEFENANCEPAGEM/N4".. InAlle iI5SEFORE USE. Design valid for use only with M9ek3 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 Me applicability of deslgn parameters and properly Incorporate this design Into the overall building deslgn. Bracing Indicated is to prevent buckling of lndNldual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is alwaysmqulred for stability and to prevent collapse with possible personal Injury and property da�ymage. For general guidance regarding the erection and of Innses and DSB-09 and SCSI Buldhp Component Suite 6904 Parke Ea. Safety Informatbmvolloble from Truss Plate Inst, itute. 2 8 N. Lee Street, 312, Al�andririat. VA 22314Mab, Tampa, FL 336101vtl. Job Truss Truss Type aY Ply T15995254 1477518 VA2 Valley 1 1 Job Reference (optional) Ruildnrs Flrat6mnae. Plant Citv. FL MS66 8.220 s Nov 162018 MiTek Industries. Inc. Fri Jan 11 05:11:07 2019 Page 1 - ID:cSZd12C8txHARJ4gpwC75rycOd0-OlkZ15ezPvEtYJfnKOHOzEpwpDjKegzoaglC3FmXCO 5-4-0 f fi-3-0 11-844 5-4-0 0.11.0 5-5-14 3x4 = 3 4 3.4 = 3x4 2x4 11 2x4 II 6 2x4 II Scale = 1:22.9 Plate Offsets (X ))-- [2:0-2-0 0-2-81 [4.0-2-0 0-2-81 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (too) Udefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.30 Verl rVa - Na 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 HOrz(CT) 0.00 6 rda n/a BCDL 10.0 Code FSC2017/PPI2014 Matrix-R Weight: 44 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP NoZ TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3' REACTIONS. (lb/size) 8=378/11-8-14, 6=384/11-8-14, 7=497/11-8-14 'Max Hors 8=-45(LC 8) Max Uplift 8=-111(LC 12), 6=-109(LC 13), 7=-19(LC 13) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-328/280, 1-2= 312/262, 4-5— 315/259, 5-6=-335/284, 2-3=-200/320, 3-4=-200/320 WEBS 3-7-36B/169 Structural wood sheathing directly applied or 6-0-0 oc purins, except and verticals. Rigid ceiling directly applied or 10-M oc bracing. NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124ni TCDL=4.2psh BCDL--3.0psf; h=20h; Cat. II; Exp, B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extenor(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 Provide adequate drainage to prevent water pending. q 9 P P. 9 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) - This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 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 beating plate capable of withstanding 1001b uplift at joint(s) 7 except Qt=lb) 8=111, 6=109. 8) This manufactured product is designed as an individual building component. The suitability and use of this Component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. `%%%fit 11111/lfI Ift No 22839 9�: • OF `;ss/0NA� E?C?�. Walter P. Finn PE No22639 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 AWARNING-Vedfydesl90peremefer04ndREADMOTESONMISANDINCLUDEDMREKREFERANCEPAGEMIF)4]arev.if4312015aEFOREUSE. Design valid for use only with MIT08 connectors This design Is based only upon parameters shown, and Is for an Individual building component, not ��' a truss system. Before use, the bulltling designer must verify Me applloobllity of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of lndlvlduol huss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal hlury and properly damage. For general guidance regarding fire Safety Informotionova7 ble. e from Tart Plate Institute, 21. erection and broctrig of 8 N Lee Shs and oat. Suite 312. Alem asteml l. VGA 22314mN� DS6A9 and BG31lWdtrp Component 69N Parker East Twpa. FL M610Ntl. Job Truss Truss Type Oty Ply T75995255 1477518 VA3 Valley 1 1 Job Reference (optional) Builders nrst5ource, Plant City, FL 33566 b."u s Nov to zure II I ex mousmes, Inc. rn wan I I va:I I:uo ev o, Faye i ID:cSZdj2CBIxHARJ4gpwC75rycOd0-UUIyERfbACMkATF—t7oFW RLBAd5AN75ypU51bimXCn 3-4-0 8-3-0 11-8-14 3-4.0 I 411-0 3.5-04 2x4 46 = 4x6 = B 7 2.4 II 6 2.4 II 5 Scale=1:22.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) Na - Na 999 Mi20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.14 Vert(CT) Na - Na 999 BCLL 0.0 ' Rep Stress Incr YES W B 0.11 Horz(CT) 0.00 5 Na Na BCDL 10.0 Code FBC2017/TPI2014 Me Weight: 511b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP NO.2 WEBS 2x45P No.3 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 6-0-0 oc bracing. REACTIONS. All bearings 11-8-14. (Ib) - Max Herz 8= 28(LC 8) MIDI All uplift 1001b or less at joints) 8, 5 except 7=-102(LC 9), 6=-104(LC 8) Max Grav All reactions 2501b or less at joints) 8, 5 except 7=475(LC 23), 6=484(LC 24) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. WEBS 2-7=-387/231, 3-6=-393/240 NOTES- (8) 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=3.Opst; h=20ft; Cat. 11: Exia 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.fi0 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Gable requires continuous bottom chord bearing. - 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live leads. 6) ' This truss has been designed for a live load of 21 on the bottom chord in 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 100lb uplift at jojnt(s) 8, 5 except (jt=lb) 7=102, 6=W4. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. . GE ...... `sl��y No 22839 000. 11NA„E� Walter P. Firm PE NaMM9 MITek I Inc. FL Out 66M 6904 Parka East Blvd. Tampa FL 33610 Data: January 11,2019 QWARNING- wroy Cesfpnparamerers aed READ NOTES ON THISAND INCLUDED MITEKREFERANCEPAGEMIl rev. 1Gr0. 01SBEFOREUSE Design valid for use only with MBek® connectors. This design Is based only upon parameters shown, and Is for an hell 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 bulltling tleslgn. Bracing lndlcoad is to prevent buckling of Individual hues web and/or chord members only. Addlilonal temporary cnd permanent bracing MiTek' Is always required for Stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrlcatlon, storage, delivery, erection and bracing of trusses and truss systems, seeANSVTPII Quality Cdtoda, DSIIA9 and SCSI budding Component 69N Perks East Blvd. Safety Informationovolloble from Truss Plate Institute, 218 N. use Sheet, Suite 312. Ale rondrlo. VA 2231 L Tampa, FL 33610 Job Truss Truss Type Oty PIY T15995258 1477518 VA4 Valley 1 1 Job Reference o tional Builders FirstSource, Plant City, FL 33566 8.220 a Nov 16 2018 MITek Industries, Inc. Fn Jan 11 05:11:09 2019 Page 1 ID:cSZdj2CetxHARJ4gpwC75rycOd0-ygsKSngDxW UbodpARgKU2fuKo1 OM6Y1518CJ7BmXCm 1-4.0 10-3.0 11-8-14 1-4-0 8-11-0 1-5-14 Scale = 1:21.0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (too) I/dell I PLATES GRIP TCLL 30.0 Plate Grip COIL 1.25 TC 0.37 VergLL) Na - File 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.14 Vert(CT) n/a - Na 999 BCLL 0.0 ' Rep Stress Incr YES W B 0.13 Horz(CT) 0.00 6 Na Na BCDL 10.0 Code FBC2017/TP12014 Matdx-R Weight: 581b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 11-8-14. (Ib) - Max Horz 10=-12(LC 13) Max Uplift 'All uplift 1001b or less atjoint(s) 10, 6, 9, 7 except 8=-139(LC 9) Max Grav All reactions 2501b or less atjoint(s) 10, 6 except 8=556(LC 23), 911), 7=341(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Its) or less except when shown. WEBS 3-8=-464/322,2-9=270/173, 4-7=-271/182 NOTES- (9) 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=3.Opsf; h=201h, Cat. II; 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 & 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 psi 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 at 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 1001b uplift at joints) 10, 6, 9, 7 except at=lb) 8=139. 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. I I I111/j1 i P- F� �i��� E N S�,VyY i 22839 :7k _ Walter P. Finn PE No.22839 MITek USA, Inc. FL Cott 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 ,&WARNING-Vedfydesignpal...M.end BEAD NOTES ON THIS AND INCLUDED MITEKR£FERANCEPAGEMIL7473nn, 1W000015BEFOREUSE. Design valid for use only with MaekO connectors. This design is based only upon parameters shown, and Is for an Individual bulltling component, not �� a truss system. Before use, the building designer must verity the opplicoblllty of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent bucWIng of lndNldual truss web and/or chord members only. Addinonal temporary antl permanent bracing WOW s aiwcys required for sloblliN and to prevent collapse with possible personal Injury and property damage. For general guldance regarding the fabrication, storage, delivery,! erection and bracing of trusses antl truss systems, seeANSVTp11 Quality Chub, DSM9 and BCSI Building Compononf 6904 Parke East Blvd. Sofoty Nlarmatbrgvollable from Truss Plate Institute. 218 N. Lee Shoot. Suite 312. Alexandria, VA 22314. Tampa. FL 33et0 Job Truss Truss Type City Ply T15995257 1477518 VA5 Valley 1 1 Job Reference o tional Builders FirstSource, Plant City, FL 33566 8.220 a Nov 152018 MI I eK Industries, Inc. Fn uan 11 051 l:1u 2e19 rage 1 I D:cSZdj2C8txHARJ4gpwC75rycOd0-OsOif7hdgcSPnOM?YdbsRRXOk7r?gEGoxsfamXCl 4-8-15 5-9-8 6-10-1 1-8-14 4-8-15 1-0-9 1-0-9 4_14 a Scale = 1:21.5 LOADING (Pat) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) Na - Na 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.30 Vert(CT) Na - Na 999 BCLL 0.0 ' Rep Stress Incr YES WEI 0.17 Horz(CT) 0.00 4 n/a Na BCDL 10.0 Code FBC2017/rP12014 Matrix-R Weight: 49 In 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 REACTIONS. (lb/size) 6-257/11-8-14, 4=267/11-8-14, 5=736/11-8-14 Max Uplift 6=-62(LC 8), 4=-64(LC 8), 5=-176(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=605/422 Structural wood sheathing directly applied or 6-0-0 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (7) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psC BCDL=3.Opsf; h=20ft; Cal. 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 tomes & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4 except 01=11e) 5=176. 7) This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. No 22839 iTE OF ,ON A� '�;%%% Walter P. Finn PE No22839 MITek USA, Inc. FL Cart 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: January 11,2019 AWARNING-Verfyda.1SnparemcfenandREADNOTESONTHISANDINCLUDEDNmEKREFERANCEPAGEM14T4T3re,104MN1015BEFOREUSE. valid for use only with MBek® connectors. This design Is based only upon parameters shown and Is for on Individual bulltling component, not OF a truss system. Before use, Me building designer must verity the appllcablllty, of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or hord members only. Additional temporary and permanent bracing M!Tek' Is always required for slabl0ty, end to prevent collapse with possible personal Injury and property damage. For general guidance regarding Me DSa-09 and aC319uA6Fp Component Safety Suit Informalbnavoollable from Truss Plate (Institute, 218sN. Lee Street. 312, Alexandria VVA 22314�R� Tampa, FL 33610Ivd. Job . Truss Truss Type Oly Ply T75995258 1477518 VA6 Valley 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Nov 162018 MITek Industries, Inc. Fri Jan 11 05:11:11 2019 Page 1 ID:cSZdj2C8txHARJ4gpwC?5rycOd0-u3_4tShTT7kJ1xz=FMy74ziHg4MaPzOVShPC1 zwXCk 2.845 5.9.8 V10 1 H-844 2.8-15 3.0-9 &0.9 2-10-13 4x6 = 6.00 12 Scale = 1:32.6 9 8 2x4 II 2x4 II 11.8-14 i 7 h6-14 72.4 11 LOADING (lest) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft LJd PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) n/a - We 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.30 Vert(CT) File - We 999 BCLL 0.0 ' Rep Stress Incr YES WE 0.36 Horz(CT) 0.00 7 Na rda BCDL 10.0 Code FBC2017/rP12014 Matrix-R Weight: 611b 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 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 9=170/11-8-14, 7=170/11-8-14, 8=919/11-8-14 Max Ho¢ 9=25(LC 9) 'Max Uplift 9= 36(LC 8), 7=-37(LC 9). 8=-180(LC 13) Max Grav 9=218(LC 23), 7=213(LC 24), 8=919(LC 1) FORCES. Qb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-4=-478/385, 2-3= 372/583, 3-5=-403/626, 4-5=-517/412 WEBS 4-8=-785/560, 3-4=-765/542 NOTES- (9) 1) Unbalanced loaf five loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opst h=20ft; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (enV,efope) 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) Provide adequate drainage to prevent ding. � p IP 4) Gable requires continuo s bottom chord Dealing 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 in all areas where a rectangle 3-6-0 tall by 2-0-0 wide oy�P�. s`G E N $ ••. �� ,� will fit between the bottom chord and anyother members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100Ib uplift at joint(s) 9, 7 except Qt=lb) = NO 22839 8=180. 1 � *Q•• •:* 8) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. This is designed individual building The for 9) manufactured product as an component. suitability and use of this component any building is the responsibility the building designer ANSI TPI 1 by the building :'0 particular of per as referenced code. AF •'� &00 .� i 01 10 Walter P. Finn PE No.22839 MITek USA, Inc. R. Carl6634 6904 Parke East Blvd. Tampa FL 33610 Date: January11,2019 QwMNING- Vadlydesign paramefersand Ill NOTES ON THISAND INCLUDED MITEKREFERANCEPAGEM/47473 rev. I&III&016BEFORE USE. Design valid for use only with MnelA➢ connectors. ihls dedgn Is based only upon parameters shown, and Is for an Individual bulltling component, not ��- a truss system. Before use, the building designer must verify Me appllcabllity 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 MiT®k' Is always required for stability and to prevent collapse with possible personal lnlury and property damage. For general guldcnce regarding Me fabrication, storage, de lve,vierection and bracing of trusses and truss system& seeANS I1sIl Guall1l�y Cdbdo, DSB-69 and SCSI 9ulding Component Safety Infor ationavolloble from Truss Plate Institute, 218 N. Lee Sheet, Suite 312, Alexandria, VA 22314. 69N Palle East Blvd. Tampa, FL 33610 Truss Truss Type Oty Ply T15995259 1477518 VM2 Valley 3 1 Lie Reference a tiara, Builders FirstSuurce, Plant City, FL 33566 a.reo s NOV 10 zu m ml en mausmas, mc. r-n.an n n ax n ,:,a cm. ray. , ID:cSZdj2CBtxHARJ4gpwC75rycOdD-ngDbigk)(MEkWYGKo50ulw80URWeW Ixz03fdLomXCg 2-0-0 2-0-0 2x4 i LOADING (I SPACING- 2-0-0 CSt. DEFL. In (loc) Well Ud TCLL 30.0 Plate Grip DOL 1.25 TC 0.04 Ve 1(LL) n/a - n/a 999 TCDL 15.0 Lumber DOL 1.25 BC 0.02 Ver(CT) n/a - n/a 999 BCLL 0.0 Rep Stress lncr YES WB 0.00 HOrz(CT) -0.00 2 rda n/a BCDL 10.0 Code FBC2017/TPI2014 Matdx-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (lb/size) 1=75/1-11-8, 2=62/1-11-8, 3=14/1-11-8 Max Hom 1=28(LC 12) Max Uplift, 1=-11(LC 12), 2=-29(LC 12) Max Grav 1=75(LC 1). 2=62(LC 1), 3=27(LC 3) FORCES. (Ito) -Max. Comp./Max. Ten. -All forces 250 (Ito) or less except when shown. Scale = 1:7.8 PLATES GRIP MT20 244/190 Weight: 5lb FT=20% Structural wood sheathing directly applied or 2-0-0 oc puffins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (7) 1) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=20ft; 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 & 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) 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 11 lb uplift at joint 1 and 291b uplift at joint 2. 7) This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. J��,� C fFt E IV! No 22839 -c-41#R IOP'N=% 6., Walter P, Rnn PE No.22839 MITek USA Inc. R. Geri 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 O WARNWG- ViedrydeegeparemereeranCREAONOTES ONTNISANOWCGUO£OMREKREFERANCEPAGEUU74Mree 1,1=015BEFOREUSE Design valid for use only with Mnal, connectors. This design Is based only upon parameters shown, and Is for an Indvidual bulltling component, not a truss system. Before use. the building designer must verify the appllcatelty of design parameters and properly Incorporate this design Into the overall building design, Sloping Indicated is to prevent buckling of Individual tmsn web and/or chord members only. Additional temporary and permanent bracing B always reoll for stability and to prevent collapse with possible personal Injury antl property damage. For general guidance regarding the fabrication, storage, dellvery, erection and bracing of trusses and huss systems, SeeANS IP1f QualMMyy CmeM, DS149 and BCSI Building Component Safety Informatbrvmvollable from Tmss Plate Institute, 218 N. We street, Suite 312, Naxantlrlo, VA 22314. MiTek' 6904 Pa*e East Blvd. Tampa, FL 33610 Job _ Truss Truss Type Oty Ply T159952fi0 1477518 VM4 Valley 2 1 �JobReferance(optonal) w„ildor< Flrmscnvrr„ plain city. FI 3nsaa _ _ _ 8.220 s Nov 16 2018 MiTek Industries. Inc. Fri Jan 11 05:11:15 2019 Pace 1 ID:cSZdj2CBtxHARJ4gpwC45rycOd0-ngD6lgk XMEkWYGKc50uiw8PXRWGWIXz03fdLomXCg Scale=1:12.8 2x4 i 2x4 U LOADING (psf) SPACING- 2-0-0 C51. DEFL. in (too) Well Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TO 0.10 Ver(LL) rda - n/a 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.04 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress [nor YES WB 0.00 Horz(CT) -0.00 3 rJa We BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 13 lb 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. (Ib/size) 1=107/3-11-8,3=-1/3-11-8,4=-1/3-11-8,5=266/3-11-8 Max Horz 1=69(LC 12) Max Uplift 1=-1(LC 12). 3=-1(LC 1), 4=-2(LC 3), 5=-88(LC 12) Max Gmv 1=107(LC 1), 3=1(LC 12), 5=266(LC 1) FORCES. (Ile) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (7) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. It: 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 tomes & 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 20.0psf 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) Bearing at joint(s) 3 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 1 Ib uplift at joint 1, 1 It, uplift at joint 3, 2 Ile uplift at joint 4 and 88 lb uplift at joint 5. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. � sr, E Na No 22839 ir i0T� O R 1 Q✓ N_�`� C.> Walter P. Finn PE No22839 MRek USA, Inc. R. Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 Q WARNING-Verrfydeslenys.a tenand READ NOTES ON THISANBWCLUOEDU? KREFERANCEPAGEMIP74mmv. 1c=IrVISB£FORE USE. valid for use only vMn Mnek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, notrp Nil' a truss system. Before use, the buildng designer must verily the applicability of design parameters and properly Incorporate, this design Into the overall building design, Bracing Indicated is a prevent buckling of Individual buss web and/or chord members only. Additional temporary and permanent brocing MiTek' B always required for stabllly and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and brocing of trusses and muss systems, seeANSUIPII CuaNy CrBada. DSB49 and BCSI Binding Component 69M Perk. East Blvd. Safety N/omralbrlavo0oble from Truss Plate Institute, 218 N. Ise Sheet Suite 312, Aloxcndda. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oly Ply • T75995261 1477516 VM6 Valley 2 1 Job Reference (optional)__ Builders HistSOurce, Plant Gity, FL 33bee a.cca a N.v ,e co.3 mu cn;.4 ., == o.. .. ...............y.. . ID:cSZdj2C8t)MARJ4gpwC7SrycOdO-FOnmAlcHgMb8irWLpy7g7hW OrpiRn7ejOAlEmXCf 5-0.1 6.0.0 5.0.1 0.11-15 Scale=1:17.7 5 4 2x4 i 3.6 II LOADING (psf) SPACING- 2-0-0 CS1. DEFL in (loc) Vdefl LJd PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) Wa - rVa 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.16 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matdx-P Weight: 21 lb 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=192/5-11-8, 3=-129/5-11-8, 4=-30/5-11-8, 5=557/5-11-8 Max Ho¢ 1=110(LC 12) Max Uplift 1=-9(LC 12), 3=-129(LC 1), 4= 59(LC 3), 5=-184(LC 12) Max Grav 1=192(LC 1), 3=61(LC 12), 5=557(LC 1) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-5=455/503 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- (7) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; 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 fora 10.0 pet bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opet on the bottom chord in 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 joints) 3 considers parallel to grain value usingANSUTPI 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 9 lb uplift at joint 1, 129 Be uplift at joint 3 59 Be uplift at joint 4 and 184 lb uplift at joint 5. 7) This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building erode. ', IeRPF/ 0II SAP i No 22839 90: �§,TE OF :��/` O R 1 ,.��SS��NA� tiC7• %. Wafter P. Finn PE No.22839 MRek USA, Inc. R: Cad 6(334 6904 Parke East Blvd. Tampa R. $3610 Date: January 11,2019 QWARNING-VaWyrfeslgnparameters end READ NOTES ON THIS AND INCLUDED MREKBEFERANCEPAGEMX7M ray. 1G 015BEFOBE USE Design valid far use onlywith M6elslD connectors, ibis design Ic based oNy upon parameters shown, and Is for an Individual bulltling component, not a truss system. Before use, the bulltling designer musfverly the appllcablllty of tleslgn Parameters and properly Incorporate this design Into Me overall bulltling tleslgn.&acing Indicated is to prevent bucWing of Individual hum web and/or chord members only. Additional temporary one permanent bracing MiTek' Is always required for stability and to prevent collapse with possible pawnor injury and properly damage. For general guidance regarding Me radicatlon, storage, delivery, erection and bracing of trusses and nun systems. seeANlil Quality Ciffea , DSB49 and IICSI Balding Component 69N Parke East BMd. Safety Infarmatio o dloble from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexcndtlo, VA 22314. Tampa, FL 33610 Job Truss Truss Type Cry Ply T75995262 147751: VM8 Valley 2 1 Job Reference (optional) Builders FirstSuurce, Plant City, FL 33566 a.2zu S Nov Ta zui a MI lax Industries, Inc. rn dan n uon rt r zu tv raga I ID:c5Zdj2CBtxHARJ4gpwC75rycOd0-IDLL7WmE2zUSIsOivWTMNLDcFF5K C1GtNekPgmXCe 7.0.2 7-0.2 0.11-15 a d d 5 4 3x6 i 3x6 II Scale = 1:22.6 LOADING (lost) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.39 Vert(CT) n/a - Na 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matdx-SH Weight: 28 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-M oc puffins, BOT CHORD 2x4 SO No.2 except end verticals. WEBS 2x4 SO No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 7-11-8. , (lb) - Max Horz 1=150(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 1 except 3=-229(LC 1), 4=-126(LC 3). 5=280(LC 12) Max Gmv All reactions 250 Ib or less at joints) 3, 4 except 1=290(LC 1), 5=856(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-620/612 NOTES- (7) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsh h=20ft; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (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) 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) Bearing at joint(s) 3 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 10016 uplift at joint(s) 1 except at=lb) 3=229, 4=126, 5=280. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. No 22839 O R 1'D ��=O♦♦ Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Bind. Tampa FL 33610 [late: January 11,2019 ,&WARNING- Ved1ydes19a Parsmerenand REAONOTES ON THISAND INCLUDED MNEKREFERANCEPAGE111674TJmv. 10031?015BEFORE USE. Design valld for use only with MBek® connectors. fib design Is based only upon parameters shown, and Is for an IntlNldual building component, not a hum system. Before use, Me building designer must verity the applicablllty, of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of lndvdual truss web and/or chord members only. Addhanol temporary and pannonent bracing a always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fate caflon, storage, delivery. erection and bracing of trusses and hum sysfe= meANBVIPIf Qua Chub, DSB419 and WAI Building Component Sably Nformatbnavallable from Truss Plate Insfltute. 218 N. Lee Street Suite 312, Road tltlo. VA 22314. MiTek' 6904 Parke East Bind. Tampa, FL 33610 7 Job Truss Truss Type City Ply „ T15995263 1477518 VIVID Valley 2 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Nov 16 2018 MITek Industries, Inc. Fit Jan 11 05:11:12 2019 2x4 7 6 5 20 II Bx6 II Scale = 1:28.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Udefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.49 Ved(LL) n/a - n/a 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.23 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.14 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 38 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 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 9-11-8. (Ib) - Max Horz 1=191(LC 12) Max Uplift All uplift 1001b or less aljoint(s) 5 except 4_ 167(LC 1), 7— 188(LC 12), 6=-208(LC 12) Max Gmv All reactions 2501b or less atjoint(s) 1, 4 except 7=563(LC 1), 6=641(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3a4/159, 3-6=-525/504 WEBS 2-7=-472/457 NOTES- (7) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20f ; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exte lor(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 nonconcunent 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 bottornchord and any other members. 5) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 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 100lb uplift at joint(s) 5 except at=lb) 4=167, 7=188, 6=208. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. .%% ��R ,P!F�NIe Oi No 22839 +� ir 10 0 �� 9NAX-�p��, Wafter P. Finn PE No22839 MITek USA, Inc, A. Cart 6634 6904 Parka East Bid. Tampa FL 33610 Date: January 11,2019 Q WARNING-Varlrydeagn pammefera and READ NOTES ON THIS AND INCLUDED MREKREFERANCEPAGEMIFMM.d .. 101034!015BEFOREUSE. Design valid for use only with Millekdr connectors. this design Is based only upon parameters shown, and Is for an Individual building component, not ��- a truss system. Before use, Me 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 lndlvldualtruss web and/or chord members only., Additional temporary and permanent bracing MITek' Is always required for stability and to prevent collapse with possible personal injury and property damage, For general guidance regording the fabrication storage, delivery, erection and bracing of trusses and buss systems. seeANSp1Yll Gua'tiy Chula, DSB-09 and SCSI Building Component 69M Padre East Blvd. Safety Infemsotbrwolloble from Truss Plate Institute. 218 N. Lee Street Suite 312. Alexandda, VA 22314. Tampa, FL Met Job Truss Truss Type Ory Ply T15995264 1477516 VM12 Valley 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 0.220 a NOV 16201E Mi I eK industries, Inc. hn Jan ll ub:l 1:13 zuiu 3x4 G 2x4 II 3x8 11 Scale = 1:33.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.50 Ve I(CL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.24 Vert(CT) n/a - n1a 999 BCLL 0.0 ' Rep Stress Incr YES WE 0.29 Hom(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 47 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No2 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-M oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 11-11-e. (lb) - Max Horz 1=232(LC 12) Max Uplift All uplift 1001b or less at joint(s) except 4=-191(LC 1). 5=-113(LC 18). 7=-216(LC 12). 6=-218(LC 12) Max Grew All reactions 250 lb or less at joint(s) 1, 4 except 7=649(LC 1), 6=718(LC 19) FORCES. (lb) -Max Comp./Max. Ten. -All fames 250 (lb) or less except when shown. TOP CHORD 1-2=-397/175 WEBS 2-7=-517/466, 3-6=-547/499 NOTES- (7) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; 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 fames & 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 20.0psf 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) Bearing at joint(s) 4 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 191 lb uplift at joint 4, 113 lb uplift at joint 5, 216 lb uplift at joint 7 and 218 lb uplift at joint 6. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. ,I viii P. P, 3�.V.GE Na'-. ♦'.. No 22839 ��♦O�� CIO RR `O ♦��S /O N A� �����• 10 Waiter P. Finn PE N622839 MITek 08A, Inc. EL Cart 6634 6904 Parke East Blvd. Tampa R. 33610 Date: January11,2019 Q WARNWG-Vedfydeslgnperametenend READNOTES ON TNISANOINCLUOEOMREKREFERANCEPAGEMl4)4)3rev. fa. 01SSEFORE USE Deslgn valid for use only with Mne& connectors. This tleslgn Is based only upon parameters shown, Ono Is for on IndNldual building component not a hum system. Before use, the building designer must verify the appllcablllty of tleslgn parameters antl properly Incorporate this design Into the overall "904i bulldingdesign. Bracing indicated Is to prevent buckling ofIndivivalhussweband/or chord members only. Addltlonaltemporaryandpermanentbracing6 always required forstabllily antl to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication. storage, tlelNery, erection antl bracing oftrusses antl huss systems. seeMSVrFI1 CualMByy Creeds, D3049 antl BDSf Building Component e East BNtl: Safety sfomlatsnovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, AjexondrlO. VA 22314. Tampa, FL 33610 Jab.. Truss Truss Type Oty Ply T15995265 1477518 VM14 Valley 1 1 ' Jab Reference (optional) Builders FirstSource, Plant City, FL 33566 tl.LLV S Nov I o zur a mu ex lnousmes, Inc. rn van n vp:n: Ir zu la 3.4 i 2.4 II 3x6 II Scale = 1:37.2 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 LumberDOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.71 BC 0.38 WE 0.16 Matdx-SH DEFL. in (foe) I/dell Ud Veri n/a - We 999 Von(CT) me - n/a 999 Hom(CT) -0.00 4 Na Na PLATES GRIP MT20 244/190 Weight: 56 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 13-11-8. (Its) - Max Ho¢ 1'=273(LC 12) Max Uplift All uplift 100 Ib or less at joint(s) except 4=-126(LC 1), 5=-136(LC 18), 7=-265(LC 12), 6=-170(LC 12) Max GravAll. reactions 250 lb or less atjoint(s) 4 except 1=279(LC 1), 7=798(LC 1), 6=652(LC 19) FORCES. Inc) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOPCHORD 1-2=-410/188, 3-6=-456/401 WEBS 2-7=618/525 NOTES- (7) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=3.Opst h=20ft; Cat. II; Ekp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 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) Gable requires continuous bottom chord bearing. 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 20.01 on the bottom chord in 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) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 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 126111 uplift at joint 4, 136 Its uplift at joint 5, 265 lb uplift at joint 7 and 170 lb uplift at joint 6. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. \G E N SFi�ti F j No 22839 - • 811111 P 11- Walter P. Finn PE No22839 MITek USA, Inc. R. Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 QWARNING -VeNry design parameters antl READ NOTES ON MIS AND INCLUDED MITER REFERANCE PAGE MIP7479 rev. 1aZGC?O15 BEFORE USE. Design volld for use only with Mnek® connectors. This design Is based only upon parameters shown. and Is for an Individual bulltling component, not a truss system. Before use, moo ulltling designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bulltling design 13mcing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' Is always required for tobllity, antl to prevent collapse with possible personal injury and property damage. For general guidance regarding the DSB-e9 and SCSI Building Component S Safety In/onnartbrgvollloble from Truss Plate Institute, 2 8 N. Lee Street, Sulfa 312, Alleexlo o. VGA 22314MeM, Tampa, FL 336100Ivd. Symbols PLATE LOCATION AND ORIENTATION 14- 1 3�4 Center plate on joint unless x y offsets are Indicated. Dimensions are in ff-In-sixteenths. Apply plates to both sides of truss and fully embed teeth. For 4 x 2 orlentatlon, locate plates 0-149' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in Milrek 20/20 software or upon request. PLATE SIZE The first dimension is the plate width measured perpendicular 4 x 4 to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION BEARING Indicated by symbol shown and/or by text in The bracing section of the output. Use T or I bracing if Indicated, Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown Is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System I 6-4-8 I dimensions shown in sixteenths sr, III (Drawings not to scale) c O C) U a_ O JOINTS ARE GENERALLY NUMBEREDAETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT PRODUCT CODE APPROVALS ICC-ES Reports: ESR-131 1, ESR-1 352, ESR1 988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MITek® All Rights Reserved MITek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal orX-bracing. Is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or altemative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 9. Unless expressly noted, this design Is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber Is a non-structural consideration and Is the responsibility of truss fabricator. General practice Is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions Indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing Indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, If no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless Indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.