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HomeMy WebLinkAboutTrussMpk"IM' VIL, -1, JLL�. I I L .. -1- - 0 Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RE: 1765268-LOGISTICS-CHEATHAM - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Logistics Concepts Project Name: 1765268 Model: Cheatham Tampa, FL 33610-4115 Lot/Block: 5908 Subdivision: _ Address: 5908 Tangelo Dr, _ Y City: Fort Pierce State: FL Name Address and License # of Structural Engineer of Record If there is one � o- to . ff 9 9 Name: License #: Address: City: State: REVIEWED FOR General Truss Engineering Criteria & Design Loads (Individual Truss Design 0F5C9 WANCE- Loading Conditions): �����®����`�°�9 Design Code: F8C2017/TP12014 Design Program: MiTek 20/20 8.6T• Wind Code: ASCE 7-10 Wind Speed: 165 mph B®CC Roof Load: 45.0 psf Floor Load: N/A psf This package includes 43 individual, Truss Design Drawings and 0 Additional Drawinn- With my seal affixed to this sheet, I hereby certify that I am the Truss Design Enginee conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T18365055 A01G 10/14/19 23 T18365077 B03 10/14/19 2 T18365056 A02 10/14/19 24 T18365078 B04 10/14/19 3 T18365057 A03 10/14/19 25 T18365079 B05 10/14/19 4 T18365058 A04 10/14/19 26 T18365080 B06G 10/14/19 5 T18365059 A05 10/14/19 27 T18365081 C01 G 10/14/19 6 T18365060 A06 10/14/19 28 T18365082 CO2 10/14/19 7 T18365061 A07 10/14/19 29 T18365083 CO3 10/14/19 8 T18365062 A08 10/14/19 30 T18365084 C04 10/14/19 9 T18365063 A09 10/14/19 31 T18365085 CJ2 10/14/19 10 T18365064 A10 10/14/19 32 T18365086 CJ4 10/14/19 11 T18365065 All 10/14/19 33 T18365087 CJ6 10/14/19 12 T18365066 Al2 10/14/19 34 T18365088 EJ6 10/14/19 13 T18365067 A13 10/14/19 35 T18365089 EJ8 10/14/19 14 T18365068 A14 10/14/19 36 T18365090 EJ8A 10/14/19 15 T18365069 A15 10/14/19 37 T18365091 HJ6 10/14/19 16 T18365070 A16 10/14/19 38 T1-8365092 HJ8 10/14/19 17 T18365071 A17 10/14/19 39 T18365093 V4 10/14/19 18 T18365072 A18 10/14/19 40 T18365094 VM2 10/14/19 19 T18365073 A19 10/14/19 41 T18365095 VM4 10/14/19 20 T18365074 A20G 10/14/19 42 T18365096 VM6 10/14/19 21 T18365075 B01 G 10/14/19 43 T18365097 VM8 10/14/19 22 T18365076 B02 10/14/19 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSUTPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. nor a 'STATE OF fit P 69tt9 irke.East 81 01ampa FL:33610 bate: October 14,2019 Albani, Thomas 1 of 1 Job Truss Truss Type Qty Ply T18365055 1765268-LOGISTICS-CHEAT Hip Girder 1 1 Job Reference (optional) tlumers I-Irsi Source, I'Iani Lary, t•L - 3ZSUb, tLZ41.) S Jul 14 ZU19 MI I eK Inclustries, Inc. Mon Vct 14 11:59:19 2019 Page 1 ID: u49VOoQtrg7sgHVFioOpyKzB?Oz-13Y8SCrgfXmzv3NVdl_nSCNFjpGdPdwlrGArBYyTVgM 2-3-13 &0.0 143-13 19.10.10 i 22-8-0 25-5-6 31-0-3 i 37�-0 i 430.3 i 45-0-0 2-3-13 S&3 &3-13 5.6.13 2-8-6 2-9-6 5813 6-3-13 5-&3 2-3-13 • Scale = 1:75.6 1; NAILED Special NAILED 3x6 = NAILED NAILED Special 5.00 12 5x6 NAILED NAILED NAILED NAILED NAILED 5x8 = NAILED 3x6 =5x8 = NAILED NAILED NAILED NAILED 5x6 = 3 23 24 4 25 26 5 276 728 8 29 30 9 31 32 10 2 Ib 22 21 33 34 20 19 35 18 36 37 17 38 16 15 39 40 14 13 ST1.5x8 STP = 6x8 = ST1.5x8 STP — NAILED 3x6 = 3x6 — NAILED 6x8 = NAILED NAILED 6x8 = ST1.5x8 STP = 3x6 II Special NAILED NAILED 6x8 = NAILED NAILED NAILED NAILED NAILED Special 3x6 I I NAILED NAILED 2313 46-4-0 2-0-0 8.0-0 14313 19-10.10 26-6 3133 37-4-0 430.3 4 2-0-0 633 '1 5E-13 56.13 W,3 6313 533 3 LOADING (Rsf) - �'rSpRCOINi`a=_.__ vs2-0-0 CSI. DEFL. in (loc) I/defi L/d PLATES GRIP TOLL 20.0 jC's P'Iaie rip DOL „�1.25 TC 0.64 Vert(LL) 0.24 15-17 >999 240 MT20 244/190 TCDL 1 .0 x' ;,�Liirijb;rDOL r k L1 25 BC 0.85 Vert(CT) -0.35 15-17 >988 180 BOLL .0 a r.; i:Ige Stfess lncr i NO WB 0.91 Horz(CT) 0.06 13 n/a Na B,CDL 1b.0' ,t! �: 'IhO 3) BC20f7 14 Matrix-SH �1 Weight: 234 lb FT = 20% �+ BRACING - TOP CHN OR ' ' , ..., P' Sn 2x $P�o;2 TOP CHORD Structural wood sheathing directly applied or 3-1-10 oc purlins. JOj •H. 3 77tt,10: 2z4:SP' . 1 BOT CHORD Rigid ceiling directly applied or 3-9-10 oc bracing. T -CHORD, 2a( SP'NohLF�cc`ept• ) WEBS 1 Row at midpt 4-21, 9-14 2 Rows at 1/3 pts 5-20 BS 3' 2af4' SPo:3' .t ;: •(v� •� tYa r'1 f�. t.J -�' i-)',"' Lf J; j IZEgCTIONS (Ib7siZe� 412$20510=7-0, 20=�0$3/0 7-10, 13=1892/0-7-10 y '._ •:; ;;: MazWdrz�22-_,65(L'C n- f ( ) MaaCUplift;22 ` 254(LC�34);'20� 0'29(LC 5), 13=916(LC 5) t Mast Grap,;2231,5(LC 16), 20=, 93(LC 1), 13=1893(LC 20) FORCES. (Ib) lhaz `Comp %t)lax Ten`-.- All f 250 (lb) or less except when shown. TOP CHORD 2'3=T&584; 3 4 14b/539, 1119/2465, 5-6=-821/465, 6-B=-2832/1453, 8-9=3478/180;3{ 10--2424 2, 10-11=-2691/1378 IiOT CHORD =24s3%1ZS.1, 18=20 331!11.✓ 21, 17-18=-B99/1921, 15-17=-1321/2832, 14.15 1671 /3,478 gg WEBS i 2.22 2291305 221-�6312 �`1211=817/493, 4-21 =1 13212250, 4-20=1880/1145, $ 20 3$39/1851 r1$ 584/CS, 6-1 i-664/1434, 8-17=905/602, 8 15=410/757, i* 9Ii5=-'187/3t5`a'14T-1.2A0/5 3 r10-14=-95/502, 11-14=1218/2392, 11-13=1772/898, \\11111111- a6:18,.1 30/8t33 A. NOTES- 1) Unbalanced roof live loads have been considered for this design. \- �F •• 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.0psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., .r . (�j.0 39380 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 ponding. 4) All plates are 4x6 MT20 unless otherwise indicated. k 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. Q •� ,"" 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 264 lb uplift at joint 22, 2029 lb uplift at i '�• ram; joint 20 and 916 lb uplift at joint 13. �j��S', O }� �.�• �N , 4 9) H nger(s) fordo her Connection device(s)2 hall be provided uffici nt to support concentrated load(s) 218 lb down and 268 lb up at � �O N A' ��� 8-0-0, and 218 lb down and 268 lb up at 37-4-0 on top chord, and 137 lb down and 131 lb up at 8-D-0, and 137 lb down and 131 lb up at 37-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Thomas Al Ajbatti FE No 39380 10) In the LOAD CASEMiS) section, loads applied to the face of the truss are noted as front (F) or back (B). &USA Ino FL.Cert 6634 6904 Parki%st"$Ivt);,Tainpa FL3364D: LOAD CASE(S) Standard Date: October 14,2019 ®WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTekS connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M!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 truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Type Oty, Ply T18365055 176526B-LOGISTICS-CHEATTruss Hip Girder 1 1 Job Reference o tional Builders First Source, Plant City, FL - 32555, t5.24U S Jul 14 2U1 V MI I eK Industries, Inc. Mon LIM 14 11:0y:1V LU1B rage z I D: u49VOoO/trg7sgH V FioOpyKzB?Oz-13YBS CrgfXmzv3NVd l_nSC N FjpGd PdwlrGArBYyTVgM ,LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=70, 3-10=70, 10-12=-70, 1-12=20 Concentrated Loads (lb) Vert: 3=-171(F) 10=171(F) 19=-29(F) 21=-55(F) 4=-91(F) 5=-91(F) 18=29(F) 17=29(F) 8=91(F) 15=-29(F) 9=-91(F) 14=-55(F) 16=29(17) 23=91(F) 24=91(F) 25=91(F) 26=91(F) 27=91(F) 28=91(F) 29=-91(F) 30=-91(F) 31=-91(F) 32=91(F) 33=29(F) 34=-29(F) 35=29(F) 36=-29(F) 37=29(F) 38=29(F) 39=-29(F) 40=29(F) ®WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev. 1010312015 BEFORE. USE. Design valid for use only with Mrrek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing i�iTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSLITP11 Quality Criteria, DSO-89 and Bost Building Component 6904 Parke East Blvd. r Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suke 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T18365056 1765268-LOGISTICS-CHEAT Hip 1 1 Job Reference (optional) uunaers t-irst source, mane city, t-L - az000, 0.z4u s uul 74 zuta ml i eK inaustries, inc. mon act i i i i=d:n zuia rage i ID:u49VOoQlrg7sgHVFio0pyKzB?Oz-ERgvttt5B9Oh9MXtkj1 FXdSYZdzbtYfblafyGRyTVgK 10.0.0 22-8-0 29-0.0 i W.0 5-40 i 430.3 i 45-4-0 , 2� 3.13 r 7-B-3 6-4.0 6-4-0 6-0-0 6.40 5x6 = 5.00 12 3x8 = 3 4 22 Ono = 19 ST1.5x8 STP = 3xe II 2x4 II 3x6 = 3x8 5x6 = = 5 6 23 7 8 Scale = 1:76.8 9 18 17 16 15 14 13 12 11 4xti 4x6 = ST1.5x8 STP = 5x8 6x8 = 4x6 = ST1.5x8 STP = 3x6 = 3x6 = 3x6 II 6x8 = 2-3-13 45-" 2-0-0 8.3-13 143-13 22-&0 31-0.3 37.43 43-0.3 4 2-0.0 6-0-0 6-0-0 8-0-3 8-03 6-0-0 6-0.0 3 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.88 BC 0.75 WB 0.83 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Vdefl Ltd -0.11 13-15 >999 240 -0.27 13-15 >999 180 0.03 11 n/a n/a PLATES GRIP MT20 244/190 Weight: 228 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 2x4 SP No.3 WEBS 1 Row at midpt 4-15 REACTIONS. (lb/size) 19=334/0-7-10, 17=2420/0-7-10, 11=1326/0-7-10 Max Horz 19=81(LC 12) Max Uplift 19=191(1_13 12), 17=800(LC 9), 11=-445(LC 9) Max Grav 19=356(LC 23). 17=2420(LC 1), 11=1330(LC 24) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-175/514, 3-4=521/1232, 4-5=1011/681. 5-7=10111681, 7-8=159911011, 8-9=-1582/859 BOT CHORD 17-1 8=-515/387,15-17=-523/412, 13-15=-776/1625, 12-13=-622/1391 WEBS 2-19=-294/451, 2-18=-475/433, 3-18=17/301, 3-17=-11301708, 4-17=-1652/1028, 4-15=-940/1826, 5-15=-429/341, 7-15=741/487, 8-13=125/370, 9-12=-562/1190, 9-11=-1242/971 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph Vasd=128mph; TCDL=5.Opsf; (3-second gust) BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 10-0-0, Exterior(2) 10-0-0 to 18-5-13, /� Interior(1) 18-5-13 to 35-4-0, Exterior(2) 35-4-0 to 43-9-13, Interior(1) 43-9-13 to 45-4-0 left `t� O '� E. N 'S zone; cantilever and right exposed ;C-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. N O 393 8.0 •� 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide * will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 191 lb uplift at joint 19, 800 Ill uplift at ^' 9 joint 17 and 445 lb uplift at joint 11. i��r�sStoN q' � ,% Thomas.A. Altianf PE No 39380 M fekUSA Inc. FL:UfT6634 6904 Parke East Blvd. Tampa FL 33610 Date; October 14,2019 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 rev, 10/03/2015 BEFORE USE. Design valid for use onlywith MTekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI! Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Type City Ply T18365057 1765268-LOGISTICS-CHEATTruss Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 M17ek Industries, Inc. Mon Oct 14 11:59:22 2019 Pagel ID:u49VOoQtrg7sgHVFioOpyKzB70z-jeEH4DtjySBXmW641RYU4ftjE1 Ksc2ekXEOVotyTVgJ i 13 , 12.0.0 , 19-0-14 i 26-3-2 i 33-4-0 __L 38-2-1 43.0.3 , 45-4-0 , r313 4-10.1 4-10.1 7-0-14 7-2-4 7-0.14 4-10-1 4-10-1 2-3-13 5.00 12 5x6 = 5x6 = 1 5 23 6 24 7 8 Scale = 1:76.8 4x6 = 4x6 = 20 19 18 17 16 15 14 13 12 ST1.5x8 STP = 6x8 = ST1.5x8 STP = 6x8 = 6x8 = STI.&B STP = 6x8 = 2313 454-0 r 2-0-0 8-4-8 L 3-13 22-b-0 31-0.3 2-0-0 6-0-11 5-11-5 B-4-3 a-0-3 03-13 2-0-0 Plate Offsets (X Y)- 11:0-0-14 Edge) [4.0-3-0 0-2-4] [8.0-3-0 0-2-41 [12.0-3-8 0-3-0) [20.0-3-80-3-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.10 14-16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.24 14-16 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(CT) 0.03 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 236 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-14 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 WEBS 1 Row at midpt 5-18, 9-12 REACTIONS. (lb/size) 20=299/0-7-10, 18=2469/0-7-10, 12=1312/0-7-10 Max Harz 20=97(LC 12) Max Uplift 20=-176(LC 12), 18=-771(LC 9), 12=426(LC 9) Max Grav 20=343(LC 23), 18=2469(LC 1), 12=1325(LC 24) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-267/147, 3-4=1091562, 4-5=-471/1136, 5-7=760/557, 7-8=1303/887, 8-9=1559/1042 BOT CHORD 1-20=91/257, 19-20=-411/295, 18-19=700/576, 14-16=-492/1206, 13-14=546/1281, 12-13=-742/1393 WEBS 2-20=-281/384, 3-20=1181425, 3-19=354/409, 4-19=-384/537, 4-18=-1075/729, 5-18=-1 B45/1134, 5-16=-453/997, 7-16=786/565, 9-12=1 658/1067,10-12=314/403 NOTES- 1) Unbalanced roof live loads have been considered for this design. �l'1� lull 2) Wind: ASCE 7-10; Vuft=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., ,,,�� S A, ��I� . GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 12-0-0, Exterior(2) 12-0-0 to 20-5-13, �% � + Interior(1) 20-5-13 to 33-4-0, Exterior(2) 33-4-0 to 41-9-13, Interior(1) 41-9-13 to 45-4-0 zone; cantilever left and right exposed ;C-C'9;J; �� for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 L F 3) Provide adequate drainage to prevent water ponding. No. 30.86 4) All plates are 3x6 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. "fl 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 176 lb uplift at joint 20, 771 Ib uplift at ri. joint 18 and 426 lb uplift at joint 12.O �✓ �. Thomas A Aibanl PE No.39380 M7ek USA :Inc fI Geri 6634 6904 Park6 East 81vd< Taiitpa FL wo: Date:. October 14,2019 AWARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M147473 rev. 1010312015 BEFORE USE. Design valid for use only with fill eM connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall p building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing I VliTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTP/1 Qualify Criteria,.DSB-89 and SCSI Building Component 6904 Parke East Blvd. SaIWIntbrmadon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Type Qty Ply T18365058 1765268-LOGISTICS-CHEATTruss Hip 1 1 Job Reference (optional) bunters first bource, viant ury, rL - J'LDbb, 0.'9 s JW IY GU l y IVII I CR II IUU5l11CJ, a ic. rvrun - w - ruyo . ID: u49V OoQtrg7sg H V FioOpyKzB?Oz-BgoflZu Ljm GOOgh Gs83jc2XtKQgYLS_tm u83KJyT Vg I 2-3-13 8-1-14 140.0 22-B-0 31-4-0 37.2-1 43.0.3 45-40 2-313 110-1 5.10-1 B•B•0 8.8-0 5.10.1 5-10.1 2-&13 5x6 i 6x12 MT20HS = 5x6 5.00 F-2- 4 5 6 nxo - 18 ST1.5x8 STP = 17 16 1° " 14 12 11 5x6 = ST1.5x8 STP = 2x4 I I 6x8 = 5x6 = 6x8 = Scale = 1:76.8 10 ST1.5x8 STP = 2313 454-0 i 243-0 8-1-14 , 1400 1 13 22-8-0 31h0 , 37 43-0.3 43y1J0� 2-" 5-10-1 5-10.1 3 6-4-3 e-8.0 5-10-1 5-10-1 0-3-i3 - 0313 2-M Plate Offsets (X Y)- 11:0-0-14,Edge1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefi Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.11 12-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.26 12-14 >999 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.04 10 n/a nla BCDL 10.0 Code FBC2017rrPI2014 Matrix-SH Weight: 241 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 5-6,4-5: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2 Rows at 1/3 pts 5-16 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 18=341/0-7-10, 16=2395/0-7-10, 10=1344/0-7-10 Max Horz 18=113(LC 13) Max Uplift 18=176(LC 12), 16=-704(LC 9). 10=421(LC 9) Max Grav 18=395(LC 23), 16=2395(LC 1). 10=1360(LC 24) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=151/441, 3-4=374/926, 4-5=261/805, 5-6=-1244/927, 6-7=1428/914, 7-8=1709/1012 BOT CHORD 16-17=-375/334, 14-16=273/914, 12-14=-273/914, 11-12=-793/1506 WEBS 2-18=-296/388, 2-17=-352/133, 3-16=658/648, 4-16=-782/535, 5-16=1999/1175, 5-14=0/394, 5-12=267/457, 7-12=334/344, 8-11=-951/1508, 8-1 0=-1 236/913 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 14-0-0, Exterior(2) 14-0-0 to 22-8-0, Interior(1) E N 9 22-8-0 to 31-4-0, Exterior(2) 31-4-0 to 39-9-13, Interior(1) 39-9-13 to 45-4-0 zone; cantilever left and right exposed ;C-C for members `,�� ••`O S ,� L 1, and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3 Provide adequate drainage to prevent water ponding.10. No 3:9380 4) All plates are MT20 plates unless otherwise indicated. 4 1 5) All plates are 3x6 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. ' designed for live load 20.Opsf the bottom in 3-6.0 tall by 2-0-0 'b 7) This truss has been a of on chord all areas where a rectangle wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. ; 'n 41) Z. • •�G/ 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 176 lb uplift at joint 18, 704 lb uplift at joint 16 and 421 lb uplift at joint 10. + 0 �01T,n .6ij 10 Thotnas.A Altianf RE No.39380 MR&USA;In4 FLCejt6634 8904 ParkeEast Blvd: Taippa FL 3361p Date: October 14,2019 ®WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE 114II.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing NliTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T18365059 1765268-LOGISTICS-CHEAT Hip 1 1 Job Reference (optional) t3unaers rlrst 5ouroe, manl laty, t-L - 32bbb, ts.z4u s Ju114 zul`J ml I eK Inausines, Inc. mon uct 14 l l:=s:zo zUly rage 1 I D: u49VOoQtrg7sgH VFioOpyKzB?Oz-7DvQj FwbF N W 6d_rfzz5BhTdGGEMSpL7ADCdAP CyTVg G 12.313 , I 904 1r0.22-29-0 3-20.1 1 -40 6.144533231.1 6-8-0 6-8-0 611 6-1,21i Scale = 1:78.1 1 4= — 20 ST1.5x8 STP = 5x6 = 2x4 II 5x6 = 5.0D 12 5 23 6 24 7 19 io 17 a <0 16 i. .1 13 4x6 —_ ST1.5x8 STP = 5x8 — 6x8 = 4x6 —_ 6x8 = 12— ST1.5x8 STP = 2313 45-4-0 r 2-0-0 9-1-14 14313 + 22-8-0 31-0-3 , 36-2-1 43- -2 43r4r0 i 2-0-0 6-10.1 5-1-15 8-0-3 8-0-3 51-15 6-10.1 0-� 0313 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildetl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.13 15-16 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.27 15-16 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.02 12 n/a rile BCDL 10.0 Code FBC2017/rP12014 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 WEBS REACTIONS. (lb/size) 20=410/0-7-10, 17=2311/0-7-10, 12=1359/0-7-10 Max Horz 2D=129(LC 13) Max Uplift 20=183(1_13 12), 17=-637(LC 9), 12=428(LC 13) Max Gram 20=475(LC 23), 17=2311(LC 1), 12=1372(LC 24) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=125/374, 4-5=324/862, 5-6=783I671, 6-7=-7B3/671, 7-8=1401/927, 8-10=-1762/1036 BOT CHORD 17-19=-305/320, 16-17=345/415, 15-16=421/1099, 13-15=-808/1546 WEBS 2-20=-358/436, 2-19=-318/132, 4-17=709/586, 5-17=-1801/1106, 5-16=-856/1448, 6-16=-527/467, 7-16=-472/330, 7-15=198/463, 8-15=-439/422, 10-13=-955/1474, 10-12=-1232/932 PLATES GRIP MT20 244/19D Weight: 246 lb FT = 20% Structural wood sheathing directly applied or 3-10-14 oc purlins. Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Row at midpt 5-17, 5-16, 7-16 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuR=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 16-0-0, Extedor(2) 16-0-0 to 24-5-13, Interior(1) 24-5-13 to 29-4-0, Exterior(2) 29-4-0 to 37-9-13, Interior(1) 37-9-13 to 45-4-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x6 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 183 lb uplift at joint 20, 637 lb uplift at joint 17 and 428 lb uplift at joint 12. Thomas.A..Aittani PE+No.39380. Mifek,USA .Inc' FL.Cert6634 6904 Parke Eas B14. Tampa FL 33610 Date; October 14,2019 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use onlywith MTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 oftrusses and truss systems, see ANSLITP11 Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Sulte 312, Alexandria, VA22314. Tampa, FL 36610 Job Type City Ply T18365060 1765268-LOGISTICS-CHEATTruss �Truss Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, B.240 s Jul 14 2019 MiTek Industries, Inc. Mon Oct 14 11:59:26 2019 Page 1 ID:u49VOoQtrg7sgH VFioOpyKzB?Oz-bPTowbwDOhezF8PrXGcQEh9NPehUYngKSsMjxeyTVgF 38-0-0 i 2313 Bb12 117-10 22-8-0 27-3-0 35-10-1 37-3-14i 23�r- 6-1-15 6-1-15 3S6 47-0 47-0 8-7-1 1513 0-0-2 Scale = 1:73.0 6x8 = 6x8 = 5.00 12 6 20 217 ST1.5x8 STP = 4x6 —_ ST1.5x8 STP = 3.00 12 2x4 11 5x8 = IA I- 10 I¢ STP = 6x8 11 3x6 11 38-0-0 2-0-0 3 BS-12 14-40 14r7-10 22-8-0 i 27-8-0 , 35-10-1 37-3-14, i 2 3 KIN, 58-5 -1 61" 5-0-0 8-2-1 14,13 0A-2 Plate Offsets (X,Y)— [6:0-4-0,0-2-21,17:0-4-0,0-2-21,[15:0-5-4 0-2-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.17 11-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.37 11-13 >757 180 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(CT) 0.06 10 rile n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix-SH Weight: 221 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 6-7: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 6-15 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 15=209510-7-10, 10=896/0-7-10, 17=438/0-7-10 Max Horz 17=250(LC 12) Max Uplift 15=565(LC 9), 10=253(LC 13), 17=161(LC 12) Max Grav 15=2095(LC 1), 10=911(LC 24), 17=488(LC 23) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-148/264, 4-5=369/773, 5-6=-213/741, 6-7=-491/431, 7-8=1319/805, 8-9=-654/373, 9-10=-970/502 BOT CHORD 13-14=534/1114, 11-13=-553/811 WEBS 2-17=-389/412, 4-16=0/258, 4-15=674/446, 5-15=331/428, 6-15=1414/811, 6-14=-357/761, 7-14=-917/664, 7-13=198/549, B-13=-38/344,8-11=-835/800,. 9-11=-718/1093 NOTES- 1 ) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu@=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.0psf; h=15ft; Cat. 11; Exp C; Encl.,,Imo+ q/Ij 1 GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 18-1-0, Exterior(2) 18-1-0 to 26-6-13, *���� -•`C E N S 00, Interior(1) 26-6-13 to 27-3-0, Extedor(2) 27-3-0 to 35-10-1, Intedor(1) 35.10-1 to 37-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 NO 39;380` 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 565 lb uplift at joint 15, 253 lb uplift at i �. joint 10 and 161 Ito uplift at joint 17. Q TWO FL 33610. October 14,2019 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MlTelc® 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 M� f building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 4 ait• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA22314. Tampa, FL 36610 Job Truss Truss Type Qty T18365061 1765268-LOGISTICS-CHEAT Hip 1 [ly1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Oct 1411:59:27 2019 Page 1 ID:u49VOoQtrg7sgHVFio0pyKzB?Oz-3bl A7xxsn_ngtH_15_8fnuifyll gHDCTgWSGT4yTVgE 36-0-0 i 2313 2313 + 147-10 ShG Sh-0 7-11 31 3-140 61 5PIN -15 -3-1513 0-8-2 Scale=1:72.1 5x6 = 5x6 = 5.OD 12 axo — 18 17 16 ST1.5x8 STP = 4x6 —_ ST1.5x8 STP = 3.00 12 2x4 11 5x8 = I¢ IN ST1.5x8 STP = 6x8 = 3x6 II 38-0-0 i 2-0-02 13 6b12 14-0-0 14r7-10 20-0-0 27-8-0 _ _ ,3L1.LM 37-3-14i 2�0-00� 3 61-15 SSS -1 5-0S 7b-0 82-1 15-13 OA2 Plate Offsets (X Y)— [6:0-3-0,0-2-4],[7:0-3.0 0-2-4],[12:0-2-12 0-2-4] [16:0-6-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.15 12-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.32 12-14 >859 180 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(CT) 0,06 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 220 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-3 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-16, 7-15 REACTIONS. (lb/size) 16=2092/D-7-10, 11=88910-7-10, 18=44810-7-10 Max Horz 18=266(LC 12) Max Uplift 16=589(LC 12), 11=-262(LC 13), 18=160(LC 12) Max Grav 16=2092(LC 1), 11=889(LC 24), 18=520(LC 23) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=161/252, 3-5=328/759, 5-6=-308/322, 6-7=259/368, 7-8=1161/808, 8-9=-717/559, 9-10=-603/330, 10-11=935/492 BOT CHORD 15-16=-694/523, 14-15=268/718, 12-14=689/1160 WEBS 2-18=-425/413, 3-17=0/274, 3-16=668/401, 5-16=-1492/1006, 5-15=-562/1131, 6-15=-282/245, 7-15=-805/538, 7-14=422/773, 8-14=-177/328, 8-12=-680/460, 9-12=324/414, 10-12=-461/889 NOTES- 1) Unbalanced roof live loads have been considered for this design.bll��� 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. ll; Exp C; Encl., �` Pg q A �t 449 GCpi=0.1B; MWFRS (envelope) and C-C Exterior(2) 0 0 0 to 6-00, Interior(1) 6-0-0 to 20 0 0, Exterior(2) 20 0 0 to 33 9 13, ,%♦tO`er+� Imo', Interior(1) 33-9-13 to 37-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown;(•j[,S Lumber DOL=1.60 plate grip DOL=1.60 L 3) Provide adequate drainage topreventwater ponding. N O 39380 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. - * 5) • This truss has been designed -for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide .. will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 589 lb uplift at joint 16, 262 lb uplift at "D joint 11 and 160 lb uplift at joint 18.4. r�Q �:. �,T� O 1 °4 f0 N Thomas X Alban[ PE No.39380 Milk USA; Inc FL.Cert:6634 6904;Pafke Fast Blvd. Teiftpa FL°3361.0. Datti October 14,2019 AWARNING - Verdy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall /� building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T18365062 1765268-LOGISTICS-CHEAT Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 MTek Industries, Inc. Mon Oct 1411:59:28 2019 Page 1 ID: u49VO oQtrg7sg HVFioOpyKzB?Oz-XobYLHyUYIvh U RZEfhfuJSFm FRMXOjNdvArgOXyTVg D 38-0-0 23.13 BS12 i L,17-10 22-0-0 ,2340 2&7-1 35-10-1 37-3-14, 23-13 &1-15 &1-15 7-0E 1-0-0 6- 63.1 15-13 0-8-2 -01 5x6 = 5x6 = 5.00 12 6 7 STP = ST1.5x8 STP = 4x6 —_ ST1.5x8 STP —_ 3.00 f12 Bx8 — 3x6 I I 2x4 11 5x8 = 3B-0-0 2-6-0 3 Bb12 14-0-0 14r7-}0 22-D-0 27-&0 35-10-1 a7-3 14 i 2 gti3 ifil SS-5 -1 74-6 5-8-0 8-2-1 1113T1 Scale = 1:70.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.16 13-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.35 13-15 >799 180 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(CT) 0.05 12 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matron-SH Weight: 225 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 WEBS REACTIONS. (lb/size) 17=2084/0-7-10, 12=891/0-7-10, 19=453/0-7-10 Max Horz 19=282(LC 12) Max Uplift 17=622(LC 12), 12=-272(LC 13), 19=160(LC 8) Max Grav 17=2084(LC 1). 12=891(LC 1), 19=539(LC 23) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 3-5=296/732, 5-6=529/414, 6-7=-434/485, 7-8=1188/827, 8-10=755/600, 10-11 =-616/333,11-12=-943/490 BOT CHORD 18-1 9=269/102,16-17=-665/485, 15-16=1 04/492,13-15=643/1190 WEBS 2-19=-444/427, 3-18=01264, 3-17=-62B/372, 5-17=-1483/990, 5-16=-533/115B, 6-16=251/247, 7-16=-598/396, 7-15=574/921, 8-15=-265/411, 8-13=-663/408, 10-13=-384/482, 11-13=-490/923 Structural wood sheathing directly applied or 4-7-12 oc purling, except end verticals. Rigid ceiling directly applied or 6-D-0 oc bracing. 1 Row at midpt 5-17, 8-13 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 22-0-0, Exterior(2) 22-0-0 to 31-9-13, Interior(1) 31-9-13 to 37-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 622 lb uplift at joint 17, 272 lb uplift at joint 12 and 160 Ib uplift at joint 19. 6904 Date: No S:9;380 October 14,2019 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 rev. 1010312015 BEFORE USE. Design valid for use only with Mrrek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall Mew building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IVI� lark• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricallon, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 quality Criteria, DSS-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T18365063 1765266-LOGISTICS-CHEAT Roof Special 1 1 Jab Reference (optional) Builders First Source, Plant City, FL - 32566, 8,240 s Jul 14 2019 MiTek Industries, Inc. Mon Oct 1411:59:29 2019 Page 1 ID:u49VOoQtrg7sgHVFioOpyKzB?Oz-D-9wYdz6JC1 Y6b8QCPA7sJnwYrirlBCmBgbNYzyTVgC 36-00 i 2313 BS12 i 14-7-10 22-M 233-1 3510-1 37 3-14 23-13 6-1-15 6.1.15 6.7-1 1 `.a13 0$-2 Scale = 1:72.8 54 = 5.00 12 IN I� 11 I� STP = ST1.5x8 STP = 4x6 —_ ST1.5x8 STP = 3.00 12 6x8 = 3x6 I I 2x4 II Sx8 = 38-0-0 2-0-02 3 &S12 14-0.0 1 7- 0 22-8-0 2741-0 35-12 7-3-14 29 3 6-1-15 , -1 6-0-6 5-0-0 8-2-1 1513 0-8-2- Plate Offsets (X,Y)— f12:0-2-12,0-2-41,f16:0-6-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Udefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.16 12-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.34 12-14 >813 180 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(CT) 0.06 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 217 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 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. WEBS 1 Row at midpt 5-16, 7-12 REACTIONS. (lb/size) 16=2068/0-7-10. 11=897/0-7-10, 18=464/0-7-10 Max Horz 18=288(LC 12) Max Uplift 16=631(LC 12). 11=277(LC 13), 18=165(LC 8) Max Grav 16=2068(LC 1). 11=897(LC 1). 18=549(LC 23) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-5=262/704, 5-6=571/413, 6-7=1220/823, 7-9=-774/618, 9-10=621/333, 10-11=-948/487 BOT CHORD 17-18=277/107, 15-16=635/417, 14-15=-71/451, 12-14=567/1202 WEBS 2-18=-454/446, 3-17=01261, 3-16=609/357, 5-16=-1480/912, 5-15=-473/1140, 6-15=-624/395, 6-14=-552/966, 7-14=294/378, 7-12=-657/343, 9-12=-410/515, 10-12=503/940 NOTES- 1) Unbalanced roof live loads have been considered for this design. '1111111111/ � 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) O-D-O to 6-0-0, Interior(1) 6-0-0 to 22-8-0, Extedor(2) 22-8-0 to 28-8-0, Interior(1) ���S A ;1� 28-M to 37-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber `���� •':� 'ENS L F DOL=1.60 plate grip DOL=1.60 3) This truss has been designed fora 10.0 psf bottom chord live load nonwncurrent with any other live loads. '%.; N O 3 938 0 �. 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 631 lb uplift at joint 16, 277 lb uplift at joint 11 and 165lb uplift at joint 18. �'� •, 10 N,f1t.��i��. ,,1�'II:111111��11 7homas.11 klliani PE•Nb:39380 M7ekUSA lnc FLCert6634 6904 Parka East Bivd: Tampa;FL 33610 Dates . October 14,2019 ®WARNING - Verfly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use any with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and pemanerd bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTPIi quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply T16365064 1765266-LOGISTICS-CHEAT M Roof Special 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 MTek Industries, Inc. Mon Oct 14 11:59:30 2019 Page 1 ID: u49V OoQtrg7sgH V Fio0pyKzB70z-UAjJmyzk4v9P kljcm6hMOXK3wF4MU bOvN U Kx4PyTVg B i 3-13 +8.14-7-22-8.0 27-B-0 7 4--B-6 I 6152-1-15 6-15 6i 5x6 = 5.00 12 17 16 15 3x6 I ST1.5x8 STP — 44 —_ ST1.5x8 STP = 3.00 12 2x4 II _5x8 = Scale = 1:75.0 9 N N N N d d 2-3-13 2-0-0 B-5-12 14-0-0 1 7- 0 22-8-0 27-8-0 34-0-7 40-8.6 20-0 6-1.15 s -1 81 5-0-0 6-0-7 6-7-15 0-3-13 Plate Offsets (X,Y)— [8:0-3-0,Edge], [15:0-6-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Vdefi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) -0.12 14-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.26 14-15 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(CT) 0.09 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 227 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 WEBS REACTIONS. (lb/size) 15=2419/0-7-10, 11=935/Mechanical, 17=296/0-7-10 Max Horz 17=250(LC 12) Max Uplift 15=-684(LC 12), 11=-313(LC 13), 17=138(LC 8) Max Gram 15=2419(LC 1), 11=935(LC 1), 17=451(LC 23) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-265/521, 3-5=421/1068, 5-6=497/381, 6-7=442/424, 7-9=1307/713, 9-1 0=-1 679/905, 10-11=894/594 BOT CHORD 15-16=-447/257, 14-15=-987/624, 13-14=-407/1162, 12-13=-750/1533 WEBS 2-17=-359/380, 2-16=-430/217, 3-16=0/298, 3-15=664/377, 5-15=-1717/1004, 5-14=-585/1437, 7-14=1160/688, 7-13=-305/804, 9-13=398/396, 9-12=-267/272, 10-12=-651/1403 Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. Rigid ceiling directly applied or 5-4-10 oc bracing. 1 Row at midpt 5-15, 7-14 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 22-8-0, Exterior(2) 22-8-0 to 28-8-0, Interior(1) 28-8-0 to 40-6-10 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 684 Ito uplift at joint 15, 313 lb uplift at joint 11 and 138 lb uplift at joint 17. October 14,2019 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTpik• 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 bracingof trusses and truss systems, see ANSI/TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T18365065 176526B-LOGISTICS-CHEAT M Roof Special 3 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Oct 14 11:59:31 2019 Page 1 ID: u49VOoQtrg7sgHVFioOpyKzB?Oz-yN Hhzl_MrDHGLvloKpCbxktEjfQYD693bB4UcsyTVgA i 2-313 i 8-5-12 i 14-7-10 22-8-0 27-B-0 i 34-7-2 2-3-13 6-1-15 6.1-15 B-0.6 5-0-0 6.11-2 6.1-0 4-7-10 4xo — 18 17 ST1.5x8 STP = 4x6 = 2x4 II Scale = 1:77.9 5x6 = 5.00 12 16 ST1.5x8 STP = 3.00 12 5x8 = 12 ST1.5x8 STP = 5x6 = 2313 2-0-0 &5-12 14-0-0 1 7- 0 22-8-0 27-8-0 34-7-2 41-1-6 2-0-061.15 5£-5 0- -1 B-06 5-0-0 6-11-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) -0.12 15-16 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.26 15-16 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(CT) 0.08 12 n/a file BCDL 10.0 Code FBC2017/iP12014 Matrix-SH Weight: 241 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-5-5 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-16, 7-15 REACTIONS. (lb/size) 16=2368/0-7-10, 12=1403/0-7-10, 18=309/0-7-10 Max Horz 1B=-1B3(LC 13) Max Uplift 16=-64B(LC 12), 12=-494(LC 13), 18=167(LC 8) Max Grav 16=2368(LC 1), 12=1403(LC 1), 18=458(LC 23) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 25D (lb) or less except when shown. TOP CHORD 2-3=-107/497, 3-5=266/1040, 5-6=475/377, 6-7=-437/420, 7-9=1239/573, 9-1 0=-1 434/499, 10-11=633/457 BOT CHORD 16-17=-425/297, 15-16=-960/621, 14-15=-175/1094, 13-14=-280/1299, 12-13=-468/736, 11-12=-350/637 WEBS 2-18=-365/437, 2-17=-409/123, 3-17=0/295, 3-16=-659/356, 5-16=-1675/840, 5-15=-443/1384, 7-15=-1093/536, 7-14=-78/695, 9-14=288/245, 9-13=-366/354, 10-13=-855/1693,10-12=-11791856 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 22-8-0, Exterior(2) 22-8-0 to 28-8-0, Interior(1) 28-8-0 to 45-4-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 3x6 MT20 unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in 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 648 lb uplift at joint 16, 494 lb uplift at joint 12 and 167 lb uplift at joint 18. ®wARN1NG - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage.- For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCS/ Building Component Satetylnformation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. October 14,2019 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Type Qty Ply T18365D66 1765268-LOGISTICS-CHEATTruss Roof Special 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Oct 14 11:59:33 2019 Page 1 ID: u49V OoQtrg7sgH VFioOpyKzB?Oz-u IORO_OcMgX_bCS BRE E309yarS5EhxwM3SZbhkyTVgB i 2-313 6512 14-7-10 i 22-5-0 27-8.0 34-4-4. 41-0-0 2-313 6-1-15 61-15 B-0-6 6-8-4 6-11-12 5x6 = 5.00 12 17 16 15 ST1.5x8 STP — 46 —_ ST1.5x8 STP = 3.00 12 2x4 11 5x8 = 2-3-13 i 2-M 8512 14-0.0 14 7-0 22-8-0 27•8-0 34-0-4 41h0 2-0-0 6.1-15 5$5 -1 M-6 5-0-0 68-0 611-12 Scale = 1:74.7 11 ST1.5x8 STP = 3x8 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.12 14-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.26 14-15 >999 180 BOLL 0.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.09 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 229 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 WEBS REACTIONS. (Ib/size) 15=2507/0-7-10, 11=948/0-7-10, 17=251/0-7-10 Max Horz 17=241(LC12) Max Uplift 15=-696(LC 12), l l=-320(LC 13), 17=132(LC 8) Max Grav 15=2507(LC 1), 11=94B(LC 1), 17=425(LC 23) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-295/601, 3-5=-455/1165, 5-6=468/370, 6-7=-418/412, 7-9=1320/708, 9-1 0=1 794/956, 10-11=-907/605 BOT CHORD 15-16=-522/294, 14-15=-1081/674, 13-14=-393/1169, 12-13=-793/1639 WEBS 2-17=-333/364, 2-16=-502/244, 3-16=0/308, 3-15=-679/382, 5-15=-1775/1023, 5-14=610/1509, 7-14=1212/707, 7-13=309/843, 9-13=487/453, 9-12=-242/265, 10-12=680/1490 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied or 5-1-5 oc bracing. 1 Row at midpt 5-15. 7-14 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=S.Opsf; BCDL=S.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.1B; MWFRS (envelope) and C-C Exterior(2) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 22-8-0, Exterior(2) 22-8-0 to 28-8-0, Interior(1) 28-8-0 to 41-2-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 11 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 696 lb uplift at joint 15, 320 lb uplift at joint 11 and 132 lb uplift at joint 17. October 14,2019 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with 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 applicability of design parameters and propedy incorporate this design into the overall T building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MIT�K• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPH Qualify Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 36610 Job Truss Type City Ply T18365067 I765268-LOGISTICS-CHEATTruss Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Oct 1411:59:34 2019 Page 1 ID:u49VOoQtrg7sgHVFiDOpyKzB?Oz-MxypbK1 F78fgDM1 N?ymlZNVmPsRmQOnVH618DAyTVg7 i 2-313 i 6- 12 i 14-7-10 22-0-0 23to i 29-2-13 1 35.1-11 1 41-4-0 i 2-313 6-1-15 6.1.15 7-0-6 1-4-0 5-10.13 5-10.13 6-2.5 Scale = 1:72.4 5x6 = 5x6 = 5.00 12 6 7 ST1.5x8 STP = 4x6 —_ ST1.5x8 STP = 3.00 12 3x8 = 2x4 II 5x8 = LOADING (psfI SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.11 13-14 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.28 13-14 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.09 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 238 lb 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 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-4-14 oc bracing. WEBS 1 Row at midpt 5-16 REACTIONS. (lb/size) 16=2491/0-7-10, 12=954/Mechanical, 18=263/0-7-10 Max Horz 18=236(LC 12) Max Uplift 16=-679(LC 12), 12=321(LC 13). 18=133(LC 8) Max Grav 16=2491(LC 1), 12=954(LC 1), 18=425(LC 23) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-292/584, 3-5=463/1147, 5-6=422/366, 6-7=-352/436, 7-8=1317/904, 8-10=-1733/1145, 10-11=1730/943, 11-12=-919/605 BOT CHORD 16-17=-505/334, 15-16=1067/734, 14-15=0/420, 13-14=643/1391 WEBS 2-18=-333/350, 2-17=483/236, 3-17=0/307, 3-16=-693/399, 5-16=-1761/1091, 5-15=-669/1490, 6-15=-279/263, 7-15=784/474, 7-14=729/1236, 8-14=-499/543, 8-13=-344/322, 10-13=432/468, 11-13=-691/1456 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 22-0-0, Exterior(2) 22-0-0 to 31-9-13, Interior(1) 31-9-13 to 41-2-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water 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. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 679 lb uplift at joint 16, 321 lb uplift at joint 12 and 133 lb uplift at joint 18. AWARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 truss systems, see ANS11TP11 Quality Criteria, DS"9 and BCSI Building Component Safely Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Ar.irrr����` N.o 393,80 October 14,2019 WOW�� T� OW 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Type Qty Ply T18365068 1765266-LOGISTICS-CHEATTruss Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Oct 1411:59:35 2019 Page 1 ID:u49VOoQtrg7sgHVFioOpyKzB70z-gBWCpgl tuSnhgWbaZfHX5al vAGnr9vufWm2hldyTVg6 i 2-3-13 6-5-12 i 14-7-10 i 20-0-0 i 25-4-033.2.4 i 41-4-0 i 2-3r 13 r 6-1-15 6.1-15 5-4-6 54-0 7-10.4 B-1-12 Sx6 = Sx6 = 5.00 12 Scale = 1:72.2 ST1.5x8 STP = 4x6 = ST1.5x8 STP = no 12 3x8 = 2x4 II 5x8 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) -0.13 10-11 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.28 10-11 >999 180 BCLL 0.0 Rep Stress [nor YES WB 0.72 Horz(CT) 0.09 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 230 lb FT = 20% LUMBER- BRACING -- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-3-7 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at micipt 5-14, 7-13, 9-11 REACTIONS. (lb/size) 14=2547/0-7-10, 10=936/Mechanical, 16=224/0-7-10 Max Horz 16=220(LC 1'2) Max Uplift 14=-647(LC 12), 10=-309(LC 13), 16=137(LC 12) Max Grav 14=2547(LC 1), 10=936(LC 24), 16=379(LC 23) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-325/668, 3-5=556/1247, 6-7=84/270, 7-8=-1237/764, 8-9=1820/1049, 9-10=889/622 BOTCHORD 14-15=582/394, 13-14=-1165/830, 12-13=171/671, 11-12=914/1658 WEBS 2-16=-288/309, 2-15=-551/286, 3-15=0/324, 3-14=-744/437, 5-14=-1797/1120, 5-13=-707/1451, 6-13=-349/278, 7-13=1085/692, 7-12=-432/954, 8-12=-609/573, 8-11=-201/277, 9-11=-814/1463 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3 second gust) Vasd=128mph; TCDL=S.Opsf; BCDL=5.Opsf,h=15ft; Cat. ll; Exp C; Encl., `1�1 h S *, GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 20-0-0, Exterior(2) 20-0-0 to 33-9-13, �► `V't Interior(1) 33 9 13 to 41-2 4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; *>�Q • E �•, Lumber DOL=1.60 plate grip DOL=1.60 tL / + „ 3) Provide adequate drainage to prevent water ponding. N O .39380 4) This truss has been designed for a 1.0.0 psf bottom chord live load nonconcurrent with any other live loads. *' 5) ' This truss has been -designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. :,. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 647 lb uplift atjoint 14, 309 lb uplift at p 40 joint 10 and 137 lb uplift at joint 16. October 14,2019 WARNING - verify, design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MMeW connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safery/n/ormation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T18365069 176526B-LOGISTICS-CHEA Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 Mi-rek Industries, Inc. Mon Oct 1411:59:36 2019 Page 1 ID:u49VOoQtrg7sgHVFio0pyKzB70z-IK4aOD2VflvYSgAm7NomeoaBzg71 uLZolQnF13yTVg5 2.3.13 i 8.5-12 , 14-7-10 i 1&0-0 i 27.4-0 i 34-2-441.4-0 2� 313 6-1-15 6-1-15 3-46 9.4-0 6.10�3 -- --- - 7-t-12 6x8 = 5.00 12 6 19 6x8 = 20 7 Scale = 1:72.5 3x6 = 16 15 14 10 ST1.5x8 STP = 4x6 __ ST1.5x8 STP = 3.0012 3x8 = 2x4 11 5xB = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.13 13-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.28 13-14 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(CT) 0.10 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 235 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-11-1 oc purlins, 6-7: 2x6 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-11-12 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-14, 7-13 REACTIONS. (Ib/size) 14=2544/0-7-10, 10=946/Mechanical, 16=217/0-7-10 Max Horz 16=203(LC 12) Max Uplift 14=-661(LC 9), 10=303(LC 13), 16=140(LC 12) Max Grav 14=2544(LC 1), 10=958(LC 24), 16=344(LC 23) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-343/681, 4-5=588/1253, 5-6=467/1220, 6-7=-333/336, 7-8=1353/846, 8-9=-1828/1089, 9-10=-917/61 B BOT CHORD 14-15=-593/409, 13-14=-397/399, 12-13=-462/1165, 11-12=-953/1665 WEBS 2-16=-249/297, 2-15=-563/295, 4-15=0/307, 4-14=-749/481, 5-14=-328/420, 6-14=-178811008, 6-13=-447/961, 7-13=1221/815, 7-12=389/852, 8-12=509/471, 8-11 =-238/309, 9-11 =-B69/1512 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 18-0-0, Exterior(2) 18-0-0 to 26-5-13, Interior(1) 26-5-13 to 27-4-0, Exterior(2) 27-4-0 to 35-9-13, Interior(1) 35-9-13 to 41-2-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water 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. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 661 lb uplift at joint 14, 303 lb uplift at joint 10 and 140 lb uplift at joint 16. `,�{1�11111:7:111 '0. N.o 39386 00 �✓ , IJ l... 1homas.A.9pani PE No;39360 MiTek.USA,Inc F .Ce.yIt 31 . 6904 Parke East eivtl., tirnps FL 33610 Dati. October 14,2019 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITekO 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 MOW I Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PI1 Qualify Criteria, DSB-89 and BCSI Building. Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T18365070 1765268-LOGISTICS-CHEAT AqU Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 M7i ek Industries, Inc. Mon Oct 14 11:59:37 2019 Page 1 ID:u49VOoQtrg7sgHVFio0pyKzB?Oz-nWeyEM37Q31P4glyg4J?A?6Jg4PTdsux 4XogVyTVg4 i 2-3-13 9.1-15 16.0.0 i 22-8-0 i 29-4-0 , 35.2-4 , _ 41-4-0 i 2-3-13 6-10.2 6-10.2 6-8-0 6-tL0 5.10-0 6-1-12 5.00 12 5x6 = 2x4 II 5x6 = 5 20 6 21 7 Scale = 1:71.4 ST1.5x8 STP = 3x6 = ST1.5x8 STP = 5x8 —_ 3x5 = 3x4 = 6x8 = 2x4 II 4x6 = 6x8 = LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.73 BC 0.87 WB 0.56 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Vdefl Ud -0.21 11-13 >999 240 -0.37 10-11 >872 180 0.03 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 229 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-6 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. WEBS 1 Row at midpt 5-14, 5-13, 7-13, 8-10 REACTIONS. (lb/size) 17=490/0-7-10, 14=2132/0-7-10, 10=1085/Mechanical Max Horz 17=188(LC 12) Max Uplift 17=185(1_C 12), 14=609(LC 9), 10=319(1_C 13) Max Grav 17=530(LC 23), 14=2132(LC 1), 10=1100(LC 24) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 4-5=287/689, 5-6=803/667, 6-7=-803/667, 7-8=-1309/889, 9-10=223/256 BOTCHORD 13-14=208/268, 11-13=465/1016, 10-11=-737/1206 WEBS 2-17=-412/467, 4-14=-686/582, 5-14=1631/1048, 5-13=790/1309, 6-13=631/474, 7-13=-326/249, 7-11=-170/396, 8-11 =1 52/337, 8-10=1363/874 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vint=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-0-0 to 6-0-0, Interior(l) 6-0-0 to 16-0-0, Exterior(2) 16-0-0 to 24-5-13, Interior(1) 24-5-13 to 29-4-0, Exterior(2) 29-4-0 to 37-9-13, Interior(1) 37-9-13 to 41-2-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 185 lb uplift at joint 17, 609 lb uplift at joint 14 and 319 lb uplift at joint 10. I& 111tltttIt, 5 A. 46.3938d Thomas A. Alban! PE W39380 Mir&USA? 'ipc. k Gert:6634 6904 Parke East 9hid: Tampa FL33610 Date: October 14,2019 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with Mi rek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing �A �i�` Itll� lT is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11rP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safelyinformation available from Truss Plate Institute, 218 N. Lee Street, suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T18365071 1765268-LOGISTICS-CHEAT Hip 1 1 Job Reference (optional) 6unaers rlrst source, rlant l.lty, rL - aZ000, O.Z4U s Jul "I9 LV'la NII I eK mausines, inc.mon vci -i4 -i-i:aa:ae zV-ia rage i ID:u49VOoQtrg7sgHVFioOpyKzB?Oz jvmifl4NygH7J7vLoVLTGQCdht2Q5gBERODvuOyTVg2 l 2-3-13 51-15 i 140.0 150.14 i 22-8-0 i 26-6-3 28-9-13 31-40 i 352-4 l 41.4-0 J 2-313 5-10-2 51.2 2-0.14 6-7-2 3-10-3 2-39 2-53 410-4 51-12 5x6 = 4 6xB = 5 5x6 = 6 Scale = 1:71.4 ST1.5x8 STP = 4x6 = ST1.5x8 STP = 2x4 11 5x8 = 5x8 = 3x6 I 2x4 II 6xB = 2x4 = 2x4 II 5x8 = 16-0-14 2-0-02 3 St-15 14-0-0 144,13 22-8-0 2 3 28-9-13 31.4-0 352-4 41-0--t1 510.2 570.2 3 57-2 3-1. 2S 2b-3 410-0 51-12 1-9-1 Plate Offsets (X Y)— [1:0-0-14 0-0-2], [4:0-3-0,0-2-4] [5:0-3-12,Edge] [6:0-3-0 0-2-4], [13:0-2-8,0-2-81, [14:0-4-0 0-3-0] [17:0-3-8 0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(L-) -0.16 13-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.36 13-14 >891 180 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.03 9 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-SH Weight: 240 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 5-6,4-5: 2x4 SP No.1 except end verticals: BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 16-20,12-21: 2x4 SP No.3 WEBS 1 Row at midpt 4-17, 5-15, 5-13 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 9=1212/Mechanical, 19=688/0-7-10, 17=1885/0-7-10 Max Horz 19=172(LC 12) Max Uplift 9=-328(LC 13). 19=247(LC 12), 17=505(LC 9) Max Grav 9=1215(LC 24), 19=693(LC 23), 17=1885(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=493/356, 5-6=1607/1116, 6-7=1783/1124, 7-8=-1506/927, 8-9=-1164/746 BOT CHORD 17-18=-317/386, 14-15=-779/1533, 13-14=779/1533 WEBS 2-19=596/626, 2-1B=-362/422, 3-17=558/459, 15-17=1521/813, 4-15=504/345, 5-15=-1917/1021, 5-14=0/420, 10-13=782/1307, 6-13=69/354, 7-13=64/364, 7-10=-604/468, 8-10=784/1349 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C.Exterior(2) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 14-0-0, Exterior(2) 14-0-0 to 22-8-0, Interior(1) 22-8-0 to 31-4-0, Exterior(2) 31-4-0 to 39-9-13, Interior(1) 39-9-13 to 41-2-4 zone; cantilever left and right exposed ;C-C for members and forces S 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. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 328 lb uplift at joint 9, 247 lb uplift at joint"19 and 505 lb uplift at joint 17. October 14,2019 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not �- a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTFII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T18365072 1765268-LOGISTICS-CHEAT M Half Hip 1 1 Job Reference (optional) uuuaers rlrst bource, rlant L rty, rL - szaoo, oZu - Jill 19 4u l � lvll I wK IIIU "1 , IIIL, 1-1l Vcl - 1 I.J — L I. ray. l ID:u49VOoQtrg7sgHVFioOpyKzB?Oz-B5J4sN5?j_P xHUXMCtioekpoHUDg9COg2mSRgyTVgl l 2-3.13 l 7-1-15 12-0.0 143-13 ,16-0-14 21-0- l 27-9-1 28.9-13 343-5 _ _- 41-4-0 2-313 4-10-2 42 2-3-13 1-9-1 4-11.9 0.8-10 -0.1 5-5.8 7-0.11 5.00 12 Scale = 1:71.2 5x6 = 3x8 = 3x4 = 5x6 = 2x4 11 4x6 = 4 5 626 7 8 27 9 sxo _ ST1.5x8 STP = 3x4 = ST1.5x8 STP = 2x4 11 2x4 11 6x8 = 3x4 = 6x8 =2x4 = 3x4 = 2x4 = LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.81 BC 0.61 WB 0.78 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defi Ud 0.12 15-17 >999 240 -0.22 15-17 >999 180 -0.00 20 n/a n/a PLATES GRIP MT20 244/190 Weight: 254 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-10 oc purlins, BOT CHORD 2x4 SP No.2 *Except* except end verticals. 19-23,12-14: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or'5-10-7 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-20, 5-17, 9-13 REACTIONS. (lb/size) 10=1171/Mechanical, 22=682/0-7-10, 20=1883/0-7-10 Max Horz 22=265(LC 12) Max Uplift 10=-422(LC 9), 22=202(LC 12), 20=648(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-259/133, 3-4=390/243, 5-6=-1408/733, 6-7=-1940/991, 7-8=1528/812, 8-9=-1542/824, 9-10=1060/667 BOT CHORD 1-22=-76/251, 21-22=-435/410, 15-17=733/1408, 14-15=996/1944, 13-14=930/1789 WEBS 2-22=284/378, 3-22=-546/293, 3-21=256/384, 4-21=-349/455, 4-20=-434/401, 18-20=-1406/851, 5-18=-1353/877, 5-17=-971/1872, 6-17=-807/577, 6-15=336/621, 7-13=-494/256, 9-13=929/1744, 11-13=0/281, 8-13=-507/442 NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 12-0-0, Exterior(2) 12-0-0 to 20-5-13, Interior(1) 20-5-13 to 41-2-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf 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 422 lb uplift at joint 10, 202 lb uplift at joint 22 and 648 lb uplift at joint 20. October 14,2019 AWARNING - Verify design parameters and. READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M0.7473 rev. 1010312015 BEFORE USE. Design valid for use only with Wek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �- a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall Mew T building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing e�• is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSb7F11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T18365073 1765268-LOGISTICS-CHEAT Half Hip 1 1 Job Reference (optional) Bunciers rust Source, Plant Uity, FL-32bbb, 8.240 s Jul 142U19 Mil ek Industries, Inc. Mon Oct 14 11:59:41 2019 Page 1 ID:u49VOoQtrg7sgHVFioOpyKzB?Oz-fltT3j6eUIXrYR3jvwOxLrH?Jhnl77I uiVOzHyTVgD 2-313 10.0.0i 14-3.13 150.14 ' 21-0-7 27-9-1 2 1-1 34-3-5 41-0-0 2.3-13 7-8-3 4313 1.31 4-11-9 S&10 -0.1 SSB 7-0.11 • 5x8 = 2x4 II 5.00 12 3 4 bxo — 22 ST1.5x8 STP = 2x4 11 Scale = 1:71.2 3x8 = 3x6 = 3x4 = 3x4 = 4x6 = 26 5 6 7 8 27 9 Ig 21 20 19 3x4 = 4x6 = 12 11 10 4x6 = ST1.5x8 STP = 2x4 12x4 I I 6x8 = 6x8 =2x4 = 3x4 = 5x8 11 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSL TC 0.76 BC 0.77 WB 0.98 Matrix-SH DEFL. in (loc) Udefi L/d Vert(LL) 0.17 15-17 >999 240 Vert(CT) -0.31 15-17 >999 180 Horz(CT) 0.04 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 241 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-1 oc purlins, BOT CHORD 2x4 SP No.2 `Except* except end verticals. 19-23,12-14: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-3-6 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-20, 5-18, 9-13 REACTIONS. (lb/size) 10=1165/Mechanical, 22=668/0-7-10, 20=1904/0-7-10 Max Horz 22=221(LC 12) Max Uplift 10=-420(LC 9), 22=209(LC 12), 20=663(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-330/99, 4-5=147/298, 5-7=-1729/874, 7-8=-2416/1242, 8-9=1886/1007, 9-10=-1069/661 BOT CHORD 21-22=-400/323, 17-18=-874/1729, 15-17=124212416, 14-1 5=-1 013/1897, 13-14=935/1718 WEBS 2-22=-556/597, 3-21=0/263, 3-20=601/432, 18-20=-1428/840, 4-18=-405/377, 5-18=2247/1132, 5-17=-100/563, 7-17=-762/408, 11-13=0/271, 8-13=-765/556, 8-15=-289/579, 9-13=-1083/2037 NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 10-0-0, Exterior(2) 10-0-0 to 18-5-13, Interior(1) 18-5-13 to 41-2-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf 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 420 lb uplift at joint 10, 209 lb uplift at joint 22 and 663 lb uplift at joint 20. ®WARNING- verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suhe 312, Alexandria, VA 22314. ,,��\11111ttiil��t N:o 39380 October 14,2019 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Type Qty Ply T18365074 1765268-LOGISTICS-CHEATTruss Half Hip Girder 1 1 Job Reference (optional) i3ullders First tiource, mast l;ny, FL - JZD6b, o.Zqu 5 'Jul -1q du is rvu r ex rnuuscne5, mu. mun ucr iv i i.a — — is rays i ID:u49VOoQtrg7sgHVFioOpykzB?Oz-bg?DUP8uOvoZoID61LQPQGMIBUT71S2gM?_719y- Vg_ i 2.�758-43.30 13-1133 160-14 19-85 26&93_ 9 35--43 1-00 2594I 63.1-9-1 5.0 -1-63-7-7 9�54 Scale = 1:71.5 Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 5x8 = 5x8 = 5x6 = 3x4 = 2x4 II 4x6 = 5x6 = 5x6 = 5.00 12 NAILED NAILED NAILED NAILED NAILED NAILED 3 25 25 4 27 28 5 29 30 6 31 32 733 34 835 9 36 37 10 38 39 `- Zx4 II NAIL=u axo — qxo 11 ,, '- 47 48 .- 49 50 ST1.5x8 STP = 4x6 = NAILED ST1.5x8 STP = NAILED NAILED NAILED NAILED 3x4 II NAILED 5x8 NAILED 4x6 II 2x4 II Special NAILED 6x8 =2x4 = NAILED 2x4 II NAILED NAILED 34 = NAILED Special NAILED 2-0-02 3 8-0-0 14-3-13 16-0.14 19-&5 25-413 2&Ll_ 30-19 359-13 41-0-0 2-0-0 3 5-8-3 83-13 1-9-1 3-7-7 5-0-8 3-9-0 15-12 584 5£-4 Plate Offsets (X,Y)— [1:0-0-14,0-0-21, [3:0-5-12,0-2-8], [4:0-3-8,0-2-8], [5:0-3-0,0-3-0], [8:0-3-O,Edge], [11:Edge,0-3-8], [12:0-2-8,0-1-12], [15:0-4-O,Edge], [16:0-3-0,0-0-0], [17:0-3-8 0-1-81 [18:0-3-8 0-2-8] [21:0-3-8 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.47 16-17 >681 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.66 16-17 >491 180 BCLL 0.0 Rep Stress Incr NO WB 0.96 Horz(CT) 0.02 11 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-SH Weight: 228 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except` TOP CHORD Structural wood sheathing directly applied or 1-10-9 oc purlins, 3-5,5-8: 2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP No.2 'Except* BOT CHORD Rigid ceiling directly applied or 4-10-15 oc bracing. 20-24,14-16: 2x4 SP No.3, 15-19: 2x4 SP M 31 WEBS 1 Row at midpt 3-21, 4-18 WEBS 2x4 SP No.3 *Except* 3-22,4-21,7-13,9-12: 2x4 SP M 31 4-18,5-17,6-15,9-15,10-12: 2x4 SP No.2 REACTIONS. (lb/size) 11=1903/Mechanical, 23=703/0-7-10, 21=3276/0-7-10 Max Horz 23=177(LC 8) Max Uplift 11=922(LC 5), 23=302(LC 4), 21=-1698(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-508/269, 3-4=355i715, 4-5=-2771/1378, 5-6=-4912/2464, 6-7=5002/2461, 7-9=-4939/2439, 9-1 0=-2522/1229, 10-11 =-1 819/953 BOT CHORD 21-22=-299/402, 18-19=-1015/503, 17-18=143012860, 16-17=-2464/4912, 15-16=-2296/4616, 13-14=1681296, 12-13=270/643 WEBS 2-23=-618/343, 2-22=-199/425, 3-22=0/349, 3-21=1265/694, 19-21=2532/1403, 4-19=2478/1418, 4-18=-2056/4141, 5-18=1492/868, 5-17=-1137/2254, 6-17=-669/439, 9-15=-1318/2631, 13-15=01266, 7-15=594/447, 12-15=974/2012, 9-12=1723/1040, 10-12=-1425/2925 NOTES- 1) Wind: ASCE 7-10; VuIt=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed 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 922 lb uplift at joint 11, 302 lb uplift at joint 23 and 1698 lb uplift at joint 21. 7) "NAILED" indicates 3-1Od (0.148"x3") or 3-12d (0.148"x3.25') toe -nails per NDS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 194 lb down and 268 lb up at 8-0-0 on top chord, and 137 lb down and 131 lb up at 8-0-0, and 55 lb down and 25 lb up at 15-9-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard October 14,2019 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and pennaneM bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSU7P11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Type Qty Ply T16365074 176526B-LOGISTICS-CHEATTruss Half Hip Girder 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32555, t3.24U S JUI 14 2U1 y MI I eK InaustrleS, Inc. Mon UCt 14 11:ob1:44 zui y rage 2 I D: u49VOoQtrg7sgH V FicOpyKzB?Oz-3tZbi IB WnDwQPvn I b2xezUvTxupMm vlzbfkgZbyl Vfz .LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=70, 3-10=70, 1-20=-20, 16-19=-20, 11-14=20 Concentrated Loads (lb) Vert: 3=-171(B) 5=92(B) 20=33(121) 22=55(B) 4=91(B) 15=-29(B) 9=91(B) 12=29(B) 25=91(B) 26=-91(B) 27=92(121) 28=92(B) 29=92(B) 30=-92(B) 31=-92(B) 32=-92(B) 33=-91(B) 34=91(B) 35=91(B) 36=-91(B) 37=91(B) 38=29(1211) 39=29(121) 41=-33(B) 42=-33(B) 43=33(1]1) 44=33(1]1) 45=-33(B) 46=33(B) 47=29(B) 4B=-29(B) 49=-29(B) 50=29(B) A wARN/NG - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MO.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTM) connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M(TeW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/i Quality Criftede, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Type City Ply T18365075 1765268-LOGISTICS-CHEATTruss Hip Girder 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8,240 s Jul 14 2019 MiTek Industries, Inc. Mon Oct 141.1:59:45 2019 Page 1 ID: u49VOoQtrg7sg H V FioOpyKzB70z-Y37zv598Y W1H 12MV8mStVhSmgIC9Wz7pJTD52yTVfy 2-3-13 6-0-0 10.5-5 14-10-11 19-4-0 23_0 3 25-0-0 2-3-13 3�3 4-5-5 4-5 5 4 rr5 3 8 3 2-3 13 Scale = 1:41.3 Special 4x6 = 5.00 12 Special NAILED NAILED NAILED NAILED NAILED NAILED 4x6 — 15 164 17 18 5 19 20 6 ST1.5x8 STP = 5x8 = NAILED NAILED NAILED NAILED NAILED NAILED 5x8 = ST1.5x8 STP = 2x4 II Spacial Special 2x4 II LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TPI2014 CSI. TC 0.41 BC 0.63 WB 0.42 Matrix-SH DEFL. in (loc) Vdefl Ud Vert(LL) 0.12 12 >999 240 Vert(CT) -0.15 12-13 >999 180 Horz(CT) 0.03 9 n/a file PLATES GRIP MT20 244/190 Weight: 120 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-12 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-6-0 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 14=1075/0-7-10, 9=1075/0-7-10 Max Horz 14=-49(LC 39) Max Uplift 14=690(LC 4), 9=690(LC 5) Max Grav 14=1076(LC 19), 9=1076(LC 20) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1106/840, 3-4=980/801, 4-5=1742/1215, 5-6=980/801, 6-7=-1106/840 BOT CHORD 12-13=1 152/1693,10-12=1151/1693 WEBS 2-14=-991/653, 2-13=793/1116, 4-13=831/542, 5-10=831/542, 7-10=-793/1116, 7-9=-991 /653 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 ,��1 11111 11i� 3) Provide adequate drainage to prevent water ponding. 4) All are 3x4 MT20 unless otherwise indicated. ,*�� S A. A _0 plates 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,-.% �0 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 `* L� •, V� �� will fit between the bottom chord and any other members. No 39'380 •' 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 690 lb uplift at joint 14 and 690 lb uplift * =W. at joint 9. 8) "NAILED" indicates 3-10d (0.148'x01 or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. ^ ., 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 78 lb down and 233 lb up at +. �• Cc C 6-0-0, and 78 lb down and 233 lb up at 19-4-0 on top chord, and 63 lb down and 102 lb up at 6-0-0, and 63 lb down and 102 Ito up •�C/ at 19-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. face .". , 10) In the LOAD CASE(S) section, loads applied to the of the truss are noted as front (F) or back (B). ft 1LOAD `�� �? Standard A+ )Live 1) Dead Roof (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=70, 3-6=70, 6-8=70, 1-8=20 Thomas A Altiant.PEA0 39380 MiTek USA Irid' FGCeit,fi634 6904 Parke EastEhrd� Tampa.FL 33610 Datd: October 14,2019 ®WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/032015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall A building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IYIiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PI1 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 36610 Job Truss Type Qty Ply T18365075 176526B-LOGISTICS-CHEAT; Hip Girder 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 Mi-rek Industries, Inc. Mon Oct 14 11:59:45 2019 Page 2 ID:u49VOoQtrg7sgHVFio0pyKzB?Oz-Y37zv598YW2H 12MV8mStVhSmgIC9Wz7pJTD52yTVfy .LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 3=27(B) 6=27(B) 13=66(B) 10=66(B) 15=15(B) 16=15(B) 17=15(B) 18=15(B) 19=15(B) 20=15(B) 21=6(B) 22=6(B) 23=6(B) 24=6(B) 25=6(B) 26=6(B) WARNING - Verify design parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing /g 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 truss systems, see ANSLITP11 Qualify Crlterla, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 36610 Job Truss Type City Ply T18365076 1765268-LOGISTICS-CHEATTruss Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Oct 1411:59:46 2019 Page 1 ID: u49VOoOtrg7sg HVFioOpyKzB?Oz-OFhM7 RAm lgA7fCxhiTz62v_w3i VgEy5G2zDnd UyTVfx 2-3-13 B-0-0 i 12-M 17-4-0 , 23-0-3 _ , 25-4-0 2-3-13 5-8-3 4-8 0 44 0 5-8-3 2-3 13 5 nn Fig 4x6 = _ 3x4 = 4X6 3 14 4 15 5 Scale = 1:42.4 ST1.5x8 STP = 5x8 = JX9 5x8 = ST1.5x8 STP = 3x6 11 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 3x6 11 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.15 9-11 >999 240 MT20 244/190 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.34 9-11 >740 180 Rep Stress Incr YES WB 0.43 Horz(CT) 0.02 8 n/a n/a Code FBC2017rrP12014 Matrix-SH Weight: 122 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-7-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-D-0 oc bracing, Except: 7-0-4 oc bracing: 9-11. REACTIONS. (Ib/size) 12=1140/D-7-10, 8=1140/D-7-10 Max Horz 12=-65(LC 13) Max Uplift 12=-387(LC 8), 8=387(1_C 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1307f736, 3-4=1134r756, 4-5=1134f756, 5-6=-1307r736 BOT CHORD 9-11=696/1366 WEBS 2-12=1059/889, 2-11=647/1137, 4-11=-349/292, 4-9=349/292, 6-9=-648/1137, 6-8=-1059/889 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 8-0-0, Exterior(2) 8-0-0 to 16-5-13, Interior(1) 16-5-13 to 17-4-0, E:xtedor(2) 17-4-0 to 25-4-0 zone; cantilever left and right exposed ;GC for members and forces S 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 387 lb uplift at joint 12 and 387 lb uplift at joint 8. Id. �•,��0 �� G• E !V �Q92�,' S' N,6. 39;380 iIt J. ���ss`pN A '��V�♦♦ Thomas.A Aibant REN09360 MiTeku3AAnc jLzet36634 6004,Pafke'East Bivd; 766pa.FL 336.10. Datti October 14,2019' ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1I1-7473 rev. 1010312015 BEFORE USE. Design valid for use only with M7ek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and brecing of trusses and truss systems, see ANSI?P11 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Sulte 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Type Qty Ply T18365077 1765268-LOGISTICS-CHEATTruss Hip 1 1 Job Reference (optional) .,a,, �, r, O.Z4V 5 JUI 14 ZUI V MI I eK Inoustrles, Inc. Mon Vet 14 11:0u:4t Zulu rage 1 I D: u49VOoQtrg7sgH VFio0pyKzB?Oz-U SEkKm BO381_G MMGBV La6X??6tQzLsQHdyK9wyNfw 2 313 10-0-0 154-0 23-0-3 25� 0 2-3 13 7-8-3 54-0 7-8.3 2-3-13 2-0-0 Sxe = 5x6 = 3 4 Scale = 1:42.4 I$ ST1.5x8 STP = 4x6 = 3x4 = 4x6 = ST1.5x8 STP = 3x6 11 3x6 11 a LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) 11defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.8B Vert(LL) -0.21 10-11 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.29 10-11 >857 180 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-SH Weight: 115 lb 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 8-5-7 oc bracing: 8-10. REACTIONS. (lb/size) 11=1140/0-7-10, 7=1140/0-7-10 Max Horz 11=81(LC 17) Max Uplift 11=359(LC 8), 7=359(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=261/122, 2-3=1283/737, 3-4=1096/757, 4-5=1283/737, 5-6=261/125 BOT CHORD 1 -11 =1 34/276, 10-11=-215/276, 8-10=447/1096, 7-8=137/276, 6-7=-137/276 WEBS 2-11 =1 0121953, 2-10=552/925, 5-8=553/925, 5-7=1012/953 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vutt=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 10-0-0, Exterior(2) 10-D-0 to 23-9-13, Interior(1) 23-9-13 to 25-4-0 zone; cantilever left.and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 359 lb uplift at joint 11 and 359 lb uplift at joint 7. Al • N:o "39380 October 14,2019 ®WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111111.7473 rev. 1010312015 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTew Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPH Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Type Qty Ply T18365078 17,5268-LOGISTICS-CHEATTruss Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Oct 1411:59:48 2019 Page 1 ID:u49VOoQtrg7sgH VFioOpyKzB70z-yeo6X6B1 gRQruW54quOa7K4HBVALimJZVHitiN yTVfv 2-3.13 7-1-15 i 12-0-0 i 13.4-0 1B-2-2 _ 23-0-3 25�-0 2313 4-10-1 4-10-1 1 4 0-4-1-10-1 4-10-1 2-3 13 4x6 = 4x6 = = 3x4 = 3x4 = 3x4 ST1.5x8 STP = ST1.5x8 STP = 6x8 = 12-M , 13-4-0 , 23-0-3 6x8 = Scale = 1:42.4 LOADING (psi) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.40 BC 0.79 WB 0.77 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl L/d -0.17 12-13 >999 240 -0.35 12-13 >715 180 0.04 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 128 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-8 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-5-2 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 13=1140/0-7-10, 9=1140/0-7-10 Max Horz 13=-97(LC 17) Max Uplift 13=-346(LC 12), 9=346(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=350/18, 34=1091/674, 4-5=944/672, 5-6=1091/674, 7-8=350/18 BOT CHORD 1-13=0/327, 12-13=598/1079, 11-12=313/944, 9-11=574/1079, B-9=0/327 WEBS 2-13=275/402, 3-13=-1244/984, 3-12=209/330, 6-11=209/330, 6-9=-1244/984, 7-9=-275/403 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) 0-0-D to 6-D-0, Interior(1) 6-D-0 to 12-0-0, Exterior(2) 12-0-0 to 21-9-13, Interior(1) 21-9-13 to 25-4-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; `,�>ll1 i 111:111j� Lumber DOL=1.60 plate grip DOL=1.60 �p CJ J!t N.A;e rI� 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. ' In by ,�� Qw L F / 5) This truss has been designed for a live load of 20.Opsf on the bottom chord all areas where a rectangle 3-S-0 tall 2-0-0 wide ♦ �, will fit between the bottom chord and any other members. �• ; N O 3.`03 8 0` 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 346 lb uplift at joint 13 and 346 lb uplift *' at joint9. ^' ,i A —A Thomas A. Albanl PE No:39380 MiTek USA;lnc FLZett6634- 6904 l3arke,East Blvd: TampaTL 336111 Data . October 14,2019 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/i Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Si fetylnformation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qry Ply T18365079 1765268-LOGISTICS-CHEAT Common 7 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 MTek Industries, Inc. Mon Oct 14 11:59:49 2019 Page 1 ID: u49VOoOtrg7sgHVFioOpyKzB7Oz-QgMUISCfbIYi WggGNbXpgXcSivTwRCCikxRREpyTVfu 2-313 7-5-15 1211-0 17-10-2 23-0-3 25-4-0 2-3-13 5-2-1 5-2-1 5-2-1 5-2-2 2-3-13 44 = 11 = 3x4 = 8 3x8 ST1.5x8 STP = ST1.5x8 STP = 6x8 = LOADING (psi) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC20171TP12014 REACTIONS. (lb/size) 8=1140/0-7-10, 11=1140/0-7-10 Max Horz 11=103(LC 13) Max Uplift 8=-351(LC 13), 11=351(LC 12) 6x8 = 25-4-0 Scale=1:43.7 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TC 0.41 Vert(LL) -0.17 8-10 >999 240 MT20 244/190 BC 0.96 Vert(CT) -0.36 B-10 >685 180 WB 0.86 Horz(CT) 0.04 8 n/a n/a Matrix-SH Weight: 123 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-2-13 oc puriins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-326/10, 3-4=1067/622, 4-5=1067/622, 6-7=-326/10 BOT CHORD 1-11=0/302, 10-11=525/1089, 8-10=525/1089, 7-8=0/302 WEBS 4-10=158/475, 5-10=249/315, 5-8=1226/959, 6-8=294/422, 3-10=-249/315, 3-11=1226/959, 2-11=294/422 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuR=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-0-0 to 6-0-0, IntedDr(1) 6-0-0 to 12-8-0, Exterior(2) 12-8-0 to 18-8-0, Interior(1) 18-8-0 to 25-4-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 351 lb uplift at joint 8 and 351 lb uplift at joint 11. I$ 00111111)/li4* NO3.93.11 80` I' y ss f0 NAJ Itti1�� Thomas A. Albani PErNo;39380 NI1ek USA; inc: FI.Cert 6634 6904 Parke East,Blid. : Tampa FL:33o 0 batei October 14,2019 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIh7473 rev. 101=015 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing p Iy1ITpiK° Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/1 quality Ciltede, DSB-09 and BCSI Building Component 6904 Parke East Blvd. Safetyinformation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandda, VA 22314. Tampa, FL 36610 Job Truss Type Qty Ply T18365080 1765268-LOGISTICS-CHEATTruss Common Girder 1 n L Job Reference (optional) Builders First Source, Plant City, FL - 32566. 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Oct 1411:59:51 2019 Page 1 ID: u49VOoQtrg7sgH VFioOpyKzB?Oz-MDU FA8Ev7MoQl_geVOZHlyij Kj Gyv4 P?C FwYJ hyT Vfs 213 7-5-14 12.8-0 17-10-1 23-0-3 25.4-0 2 13 5-2-1 5-2-1 5-2-2 5-2-1 2-3-13 1 4x6 II Scale = 1:45.9 I$ ST1.5x8 STP — 8x10 = LUS26 7x10 = LUS26 6x12 MT20HS = 8x10 = LUS26 ST1.5x8 STP — 3x6 II HTU26 LUS26 LUS26 LUS26 LUS26 3x6 II LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 6-9,2-12: 2x4 SP No.2 REACTIONS. (lb/size) 8=6396/0-7-10, 13=5127/0-7-10 Max Horz 13=101(LC 9) Max Uplift 8=2205(LC 9), 13=1921(LC 8) 23-0-3 CSI. DEFL in (too) Udefl Ud PLATES GRIP TC 0.66 Vert(LL) 0.17 11-12 >999 240 MT20 2441190 BC 0.54 Vert(CT) -0.29 11-12 >865 180 MT20HS 187/143 WB 1.00 Horz(CT) 0.03 8 n/a file Matrix-SH Weight: 297 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-11 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-740/276, 2-3=8629/3284, 3-4=7411/2661, 4-5=-7411/2661, 5-6=-8909/3047, 6-7=1675/602 BOT CHORD 1-13=253/698, 12-13=329/698, 11-12=3016/7889, 9-11=-2698/8150, 8-9=549/1551, 7-8=549/1551 WEBS 4-11 =1 864/5268. 5-11 =-1 642/567, 5-9=-345/1141, 6-9=2200/6701, 6-8=-4303/1533, 3-11 =1 337/819, 3-12=-561/888, 2-12=2728/7302, 2-13=4692/1861 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 Do. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 6-8 2x4 - 1 row at 0-7-0 oc, member 2-13 2x4 - 1 row at D-7-0 Do. 2) All loads are considered equally applied to all plies, except If noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; VuR=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.0psf 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2205 lb uplift at joint 8 and 1921 lb uplift at joint 13. 9) Use Simpson Strong -Tie HTU26 (20-1 Od Girder, 14-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 8-0-12 from the left end to connect truss(es) to front face of bottom chord. 10) Use Simpson Strong -Tie LUS26 (4-1Od Girder, 4-1 Old Truss) or equivalent spaced at 4-0-0 oc max. starting at 10-0-12 from the left end to 16-0-12 to connect truss(es) to front face of bottom chord. 11) Use Simpson Strong -Tie LUS26 (4-SD9112 Girder, 4-SD9212 Truss, Single Ply Girder) or equivalent at 14-0-12 from the left end to connect truss(es) to front face of bottom chord. ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev. 1010312015 BEFORE USE. Design valid for use only with M7ek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. iiIIt1li 11 pIAS A. q•,� i .�A" V. No 3:08 4. Thous Alban[ PE No:39380 MRe((USA; Ito: FL.Cett6fi34 6904PafkiiEashBlvd TarnpaFL33610'. Date. October 14,2019I MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty, Ply T18365080 1765268-LOGISTICS-CHEAT Common Girder 1 Job Reference (optional) Builders First Source, Plant fifty, FL - 32566, 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Oct 14 11:59:51 2019 Page 2 ID:u49VOoQtrg7sgHVFioOpyKzB70z-MDU FA8Ev7MoQl_geVOZHlyij V4Gyv4P7CFwYJhyTVfs NOTES- .12) Use Simpson Strong -Tie LUS26 (4-1 Od Girder, 3-1 Did Truss) or equivalent spaced at 4-0-0 oc max. starting at 18-0-12 from the left end to 22-0-12 to connect truss(es) to front face of bottom chord. 13) Use Simpson Strong -Tie LUS26 (4-1 Od Girder, 3-1 Did Truss, Single Ply Girder) or equivalent at 20-0-12 from the left end to connect truss(es) to front face of bottom chord. 14) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=70, 4-7=70, 1-7=20 Concentrated Loads (lb) Vert: 10=-1080(F) 9=938(F) 14=1883(F) 15=1145(F) 16=-1151(F) 17=-1195(F) 18=916(F) 19=-934(F) ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPIi Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T18365081 176526B-LOGISTICS-CHEAT G Hip Girder 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 MTek Industries, Inc. Mon Oct 1411:59:52 2019 Page 1 I D: u49VO oQtrg7sgH VFio0pyKzB?Oz-gP2d N U FXugwH N7Pr3k4XHAE?n7igela9Qvg5r8yTVfr 2313 6.0-0 7 8 0 114-3 134-0 2-3-13 3-8-3 1 8 0 3-8-3 2-3-13 ST1.5x8 STP = 2x4 11 Special 4x6 = Special 4x6 = 4x6 = Special Special ST1.5x8 STP = 2x4 II Scale = 1:24.3 Ii 2 0 0 2r3 13 6-041 7.8-0 , 11.4-3 11$ Q 13-8-0 2-0 0 0-3 1 3-8-3 1.8-0 3-8-3 0-3 1 2-0-0 Plate Offsets (X,Y)— [1:0-1-1410-0-2) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefi Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.01 9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.01 9-10 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.11 Horz(CT) 0.00 7 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Weight: 62 lb, FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 10=522/0-7-10, 7=522/0-7-10 Max Horz 10=-49(LC 9) Max Uplift 10=381(LC 4), 7=381(LC 5) Max Grav 10=523(LC 19), 7=523(LC 20) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-229/368, 3-4=157/352, 4-5=229/368 BOT CHORD 8-9=279/226 WEBS 2-10=-438/379, 2-9=-342/285, 5-8=342/285, 5-7=-438/379 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuK=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; 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 waterponding. ,,'liI1111 111111i 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. F•�•• l 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 381 lb uplift at joint 10 and 381 lb uplift ��: V at joint 7. N O 38"� • :"'. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 78 lb down and 233 lb up at * 6-0-0, and 78 lb down and 233 lb up at 7-8-0 on top chord, and 63 lb down and 102 lb up at 6-0-0, and 63 lb down and 102 lb up at 7-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) loads to the face the truss are front or back 'O 'r C section, applied of noted as (F) (B). • LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 �,, • 40 �f`�• N,��" •+,• O R Uniform Loads (plf) 4=70, 4-6=70, 1-6=20 4#j� •.•� C? t��' 4*�i3O N A`�'� Concentrated Loads (Ib) Vert: 3=27(B) 4=27(B) 9=66(B) 8=66(B) Thomas A Albani RE No39360 I M T& USA, Inc; FCelt 6634 6904 Rafke East 81vd. Tampa FL33610 Dater October 14,2019 ®WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIP7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with M7ek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall p building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW OW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS1rTP/1 Quality criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safetyinformadon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T183650B2 1765268-LOGISTICS-CHEAT Common 1 1 Job Reference (optional) Cunaers rlrsi Jource, mant uny, rL - 3Zt)bb, 15.Z4U S Jul 14 ZU1 y MI i eK Inausmes, Inc. mon uci 14 11:Oy:03 Zui t1 rage 1 ID:u49VOoQtrg7sgHVFicOpyKzB70z-Jbc7bgF9f 28_H_1cRbmgNnBWyENBzIfZPeNayTVfq ' 4-10-0 943-0 4-10-0 4-10-0 IC� 6 1 ST1.5x8 STP = US = 4x6 II son F1 2 5 ST1.5x8 STP = 3x4 = 2x4 II Scale = 1:25.1 7-11-13 013-1 1-" LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.09 5-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.17 5-6 >545 180 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(CT) 0.00 5 n/a Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 48 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) 5=505/0-7-10, 6=339/0-7-10 Max Horz 6=38(LC 12) Max Uplift 5=165(LC 9), 6=104(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-6=225/276 WEBS 2-5=-371/563, 3-5=153/474 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=S.Opsf; h=15ft; Cat. II; Exp C; 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 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a jive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 165 lb uplift at joint 5 and 104 lb uplift at joint 6. October 14,2019 ®WARNING -Verily design parameters and READ NOTES ON TMS AND INCLUDEDMITEK REFERENCE PAGE Mll•7473 rev. 10103/2015 BEFORE USE. " Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional, temporary and permanent bracing - MiTPi, k, Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building, Component - 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T18365083 176526B-LOGISTICS-CHEAT Common 1 1 Job Reference (optional) ijumers rifst Source, Tian[ Gay, I•L - 32bb0, 8.24U a Jul 14 zuiv MI I eK mclusines, mc. MOn Vci 14 11:D`J:03 ZU1 `J rage i ID:u49VOoQtrg7sgHVFio0pyKzB?Oz-Jbc?bgF9f 28_H_1cRbmgNnBfW oNBKIfZPeNayTVfq i 3-5-10 8-3-10 i 3-5-10 4-10-0 - 4x6 = 5.00 12 2 2x4 ST1.5xB STP = 3x4 = ST1.5x8 STP = 3x4 = Scale = 1:24.3 .6-7-7 0-3-1 1-4-6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.04 5-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.08 5-6 >923 180 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix-SH Weight: 43 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) 5=446/0-7-10, 6=275/0-7-10 Max Horz 6=57(LC 13) Max Uplift 5=-149(LC 9), 6=82(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=314/467, 3-5=187/4B4 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. Il; Exp C; 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) 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 149 lb uplift at joint 5 and 82 lb uplift at joint 6. �11� II ti 11 Ltl�� 00. +. N.o. 393,80 October 14,2019 AWARNING - Verffy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII4473 rev. 1010312015 BEFORE USE. ��` Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSOP11 Quality Criteria, DSB-69 and SCSI Building Component 6904 Parke East Blvd. SafeWintbrmatfon available from Truss Plate Institute, 218 N. Lee street, Suite 312, Alexandra, VA22314. Tampa, FL 36610 Job s Truss Type Qty Ply T18365084 1765268-LOGISTICS-CHEATTrus Common 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 MTek Industries, Inc. Mon Oct 1411:59:54 2019 Page 1 I D: u49VOoQtrg7sg H V FioOpyKzB?Oz-noANoAGnQ HA?cRYDA97?N bKKQwKB6gvSuD9CvOyT Vfp i 3-5-10 6-11-4 3-5-10 3-5-10 2x4 ST1.5x8 STP = 345 = 5.00 12 4x6 = 6-114 6-114 ST1.5x8 STP = 3x6= Scale = 1:24.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.06 4-5 >999 240 MT20 244/19D TCDL 15.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.13 4-5 >622 180 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 4 n/a rile 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 purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=299/0-7-10, 4=299/0-7-10 Max Horz 5=27(LC 13) Max Uplift 5=83(LC 12), 4=B3(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;GC for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf 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 83 lb uplift at joint 5 and 83 lb uplift at joint 4. A4 NO .39,380 .. . G = FL�CI4 O N A?��. Thomas A Alban/ PE tdo:39380 M1ek USA;Anc FL.Cert 5* 6904 ParW 6t 1 Blvd., Tafnpa Fl-33610. t)ate . October 14,2019 AwARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSb7P/1 quality Criteria, DSB-89 and BCSI Building Component 6g04 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T18365085 1765268-LOGISTICS-CHEAT Jack -Open 14 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 2-M 3x4 = 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Oct 1411:59:55 2019 Page 1 ID:u49VOoQtrg7sgH VFioOpyKzB?Oz-F, j10VHQBbisEb7QkseEvosUeKfJr73b6tuISTyTVfo PROVIDE BEARING CONNECTION(S) TO RESIST HORIZONTAL REACTION(S). SHOWN. 2.0-0 22-0-0 Scale = 1:8.7 Plate Offsets (X Y)— [1:0-2-0 Edcel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.00 3 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.03 3 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-P Weight: 6 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 2=179/Mechanical, 3=0/Mechanical Max Horz 2=206(LC 1), 3=206(LC 1) Max Uplift 2=-108(LC 8) Max Grav 2=179(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=530/255 BOT CHORD 1-3=-206/499 NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; 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. %Ait{ll 11lllei 4) Refer to girder(s) for truss to truss connections. ��� .� pp Pg A. ' 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 108 lb uplift at joint 2. �� 1 0 �� No 39,380 '0 -k p ,•,��S1QN A`,�� . Thomas.A. Alban[ RE.No 39380 M7ek. USA; Inc: FL t:e13604 6904 Parke East 81vd: Tampa.FL33610. Date: October 14,2019 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Ms OW ialways required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T18365086 1765268-LOGISTICS-CHEAT VM Jack -Open 14 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Oct 14 11:59:56 2019 Page 1 ID:u49VOoQtrg7sgHVFioOpyKzB7oz jAH8Dr12yvQjrlicla9TSOPfPkOVaYBkLXeJ_vyTVfn 4-0-0 4-0-0 Scale=1:12.8 ST1.5x8STP = 2-0.0 , 4-0-0 2-0-0 0-3-13 r 1-8-3 Plate Offsets (X,Y)— [1:0-1-14,0-0-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.01 4-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.01 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.04 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 14 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=23/Mechanical, 4=53/Mechanical, 5=431/0-7-10 Max Horz 5=8B(LC 12) Max Uplift 3=30(LC 3), 4=-53(LC 1), 5=197(LC 8) Max Grav 3=5(LC 8), 4=37(LC 8), 5=431(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-273/460 NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; 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. `,��lt 4) Refer to girder(s) for truss to truss connections. %��p %� Ie ,. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 30 lb uplift at joint 3, 53 lb uplift at joint 4 .VO,�•A . A4 and 197 lb uplift at joint 5. N.0 '30'q 0 October 14,2019 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P11 Quality Criteda, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Type Qty Ply T18365087 1765268-LOGISTICS-CHEATTruss Jack -Open 6 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 MTek Industries, Inc. Mon Oct 1411:59:56 2019 Page 1 ID:u49VOoQtrg7sgHVFioOpyKzB?Oz jAHBDr12yvQjrlicla9TSOPgRk2NaYxkLXeJ_vyTVfn 6-M - 6-M — I ST1.5x8 STP = 2x4 II 6.0-0 Scale = 1:19.0 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.01 4-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.20 Vert(CT) 0.01 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(CT) -0.03 3 n/a n/a BCDL 10.0 Code FBC20171TP12014 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=85/Mechanical, 4=11/Mechanical, 5=438/0-7-10 Max Horz 5=132(LC 12) Max Uplift 3=-85(LC 12), 5=166(LC 8) Max Grav 3=85(LC 1), 4=44(LC 3), 5=438(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-283/118 BOT CHORD 1-5=100/278 WEBS 2-5=313/512 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vu@=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=S.Opsf; h=15ft; Cat. II; Exp C; 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.Opsf on the bottom chord in 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 85 lb uplift at joint 3 and 166 lb uplift at joint 5. ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1F7473 rev. 1010312015 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. %its1111:a11j"t P`G E N q41Qq No 39,380` r ,'r11.11�11 �, �'• Thomas.A. Albanl PE No 39380 MTek USA; Inc FL Cert 6634 6904 Fafke Eiast,Blvd; Tampa F.L 33610. Date: October 14,2019 Mew 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T18365088 1765268-LOGISTICS-CHEAT Jack -Open 10 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, ST1.Sx8 STP = 2x4 II LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0, Plate Grip DOL 1.25 TC 0.32 TCDL 15.0 Lumber DOL 1.25 BC 0.20 BCLL 0.0 Rep Stress Incr YES WB 0.15 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. (Ib/size) 3=85/Mechanical, 4=1 1 /Mechanical, 5=438/0-7-10 Max Horz 5=132(LC 12) Max Uplift 3=85(LC 12), 5=166(LC 8) Max Grav 3=85(LC 1), 4=44(LC 3). 5=438(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=283/118 BOT CHORD 1-5=100/278 WEBS 2-5=313/512 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Oct 1411:59:57 2019 Page 1 ID:u49VOo Qtrg7sg H V Fio0pyKzB?Oz-B NrWQ B IgjCYaTvH orHgi_DxrB8OcJ?BuaB Ns WLyTVfm 6-D-0 Scale = 1:19.0 DEFL. in (loc) Udefl Lid PLATES GRIP Vert(LL) -0.01 4-5 >999 240 MT20 2441190 Vert(CT) 0.01 4-5 >999 180 Horz(CT) -0.03 3 n/a n/a Weight: 20 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vu@=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; 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 capable of withstanding 85 lb uplift at joint 3 and 166 lb uplift at joint 5. 14, NSF No 39;3;80 October 14,2019 ®WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M114473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing l9 MiTek* Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSB49 and BCSI Building Component 6904 Parke Fast Blvd. Satety/Mormadon available from Truss Plate Institute, 218 N. Lee Street, Suite 31Z Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T18365089 1765268-LOGISTICS-CHEAT Jack -Open 26 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566. 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Oct 1411:59:58 2019 Page 1 ID:u49VOoQtrg7sgHVFio0pyKzB?Oz-fZPueXJ IUWgR52s?P_BxXRUwtXjm2Rm 1 pr7P2nyTVfl 8-0.0 8-M i ST1.5x8 STP = 2x4 11 Scale = 1:23.1 2-0-0 2 3-1 8-0-0 211 0-3.1 5-8-3 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 TCDL 15.0 Lumber DOL 1.25 BC 0.27 BCLL 0.0 Rep Stress Incr YES WB 0.20 BCDL 10.0 Code FBC2017/1PI2014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=1 61 /Mechanical, 4=49/Mechanical, 5=504/0-7-10 Max Harz 5=175(LC 12) Max Uplift 3=-133(LC 12), 5=165(LC 8) Max Grav 3=161(LC 1), 4=93(LC 3), 5=504(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-388/154 BOT CHORD 1-5=124/346 WEBS 2-5=-409/657 DEFL. In (loc) Vdefl L/d PLATES GRIP Vert(LL) 0.05 4-5 >999 240 MT20 244/190 Vert(CT) -0.07 4-5 >954 180 Horz(CT) -0.06 3 n/a n/a Weight: 26 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 7-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in 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 133 lb uplift at joint 3 and 165 lb uplift at joint 5. WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrP/f Quality Criteria, DSB-89 and BCS/ Building Component Safety Information available from Truss Plate Institute, 218 N: Lee Street, Suite 312. Alexandria, VA 22314. ,,��t11111171��,, N;o 3'9380 Thomas A Albanl PE 14o39380 MI, kUSA Inc.FL.Ceft6634 '6904 Pi4East Blvd. Tampa FL 336,10 Date: - October 14,2019 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T18365090 176526B-LOGISTICS-CHEAT Jack -Open 7 1 Job Reference(optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 MTek Industries, Inc. Mon Oct 1411:59:58 2019 Page 1 ID:u49VOoQtrg7sgHVFio0pyKzB?Oz-fZPueXJIU WgR52s?P_BxXRUy2Xjo2SV1 pr7P2nyTVFl 4-0-14 8-0-0 4-0-14 3-11-2 N 11 ST1.5x8 STP = 2x4 11 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC ,0.57 TCDL 15.0 Lumber DOL 1.25 BC 0.27 BCLL 0.0 Rep Stress Incr YES WS 0.15 BCDL 10.0 Code FBC2017lrP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2'Except' 5-6: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=162/Mechanical, 4=53/Mechanical, 7=532/0-7-10 Max Horz 7=175(LC 12) Max Uplift 3=121(LC 12), 4=5(LC 12), 7=151(LC 8) Max Grav 3=162(LC 1), 4=95(LC 3). 7=532(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=310/101 BOT CHORD 1-7=66/295 WEBS 2-7=-422/500 Scale = 1:23.5 DEFL. in (loc) Vdeff Lid PLATES GRIP Vert(LL) 0.06 4-5 >999 240 MT20 244/190 Vert(CT) -0.08 4-5 >822 180 MT20HS 187/143 Horz(CT) 0.04 3 n/a n/a Weight: 30 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 4-5. NOTES- 1) Wind: ASCE 7-10; Vu@=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 7-11-4 zone; cantilever left and right exposed. ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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.Opsf on the bottom chord in 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 121 lb uplift at joint 3, 5 lb uplift at joint 4 and 151 lb uplift at joint 7. ♦. F 7 i No 393'80 .01 0. oR�ID�.` Thomas &.Albanf PE'No 39380 MfekUSA'liic FUert6634 6904 Parke;Fast Blvd: Tampa F1.23610 Date; October 14,2019 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 rev. 1010312015 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSLITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T18365091 1765268-LOGISTICS-CHEATI MH Diagonal Hip Girder 4 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 2x4 II NAILED NAILED LOADING (psf) SPACING- 2-D-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 TCDL 15.0 Lumber DOL 1.25 BC 0.55 BCLL 0.0 Rep Stress Incr NO WB 0.10 BCDL 10.0 Code FBC2017/TP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=57/Mechanical, 4=-51/Mechanical, 5=821/0-10-13 Max Horz 5=131(LC 4) Max Uplift 3=123(LC 8), 4=74(LC 19), 5=609(LC 4) Max Grav 3=65(LC 35), 4=55(LC 22), 5=821(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-405/349 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Uct 14 11:59:ba 2U19 rage 1 ID:u49VOoQtrg7sgH VFioOpyKzB70z-7lzGrtKwFgpHiCRBziiA4e171 x_hnwSB 1 VszbEyTVfk 8-5-1 3-11-0 Scale = 1:19.3 DEFL. in (loc) Vdefl Ud PLATES GRIP Vert(LL) -0.10 4-5 >625 240 MT20 244/190 Vert(CT) 0.14 4-5 >447 180 Horz(CT) -0.15 3 n/a n/a Weight: 27 lb 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. NOTES- 1) Wind: ASCE 7-10; VulI65mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpj=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 123 lb uplift at joint 3, 74 lb uplift at joint 4 and 609 Ib uplift at joint 5. 6) "NAILED" indicates 3-1Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=70, 1-4=20 Concentrated Loads (lb) Vert: 6=119(F=60, B=60) 7=301(F=151, B=l51) B=107(F=54, B=54) 011111111 p,S A. A l Aid OP 40 Thomas.k.Albani PE Noc39380 M Uk USA; lnc: FL Cert6634 6904 Park1#East Blvd. Tampa.F633610, Date: October 14,2019 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with 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 applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing T MOW Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetyinformatfon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T18365092 1765268 LOGISTICS -CHEAT Diagonal Hip Girder 3 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 MTek Industries, Inc. Mon Oct 14 12:00:00 2019 Page 1 ID: u49VOoQtrg7sg H VFioOpyKzB?Oz-byXe3D LY?7x8KMONXPD PcsZD3L IRVNU KG9cW 7gyTVfj 4-2-14 3-4-5 Scale=1:24.9 10 7 14- 5 2x4 II NAILED NAILED 2x4 NAILEIT NAILED LOADING (pst) SPACING- 2-0-0 CSI. DEFL, in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.22 6-7 >425 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.21 6-7 >460 180 BCLL 0.0 Rep Stress Incr NO WB 0.12 Horz(CT) -0.13 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 41 lb FT = 20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-D-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=172/Mechanical, 5=33/Mechanical, 7=865/0-10-13 Max Horz 7=175(LC 4) Max Uplift 4=-107(LC 4), 5=106(LC 8), 7=658(LC 4) Max Grav 4=178(LC 19), 5=111(LC 32), 7=865(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-7=511/395, 3-6=100/263 NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; 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 107 lb uplift at joint 4, 106 lb uplift at joint 5 and 65B lb uplift at joint 7. 6) "NAILED" indicates 3.1 Od (0.148"xV) or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14=70, 1-5=20 Concentrated Loads (lb) Vert: 8=119(F=60, B=60) 10=301(F=151, B=151) 11=107(F=54, B=54) 12=12(F=6, B=6) O♦♦p�`4'P� A q(R���i a N6 3:9;3'80` = - v l ThomasA . Alban! PE No 39386. M7ek USA; lno FL Ceft W4. 6904 Farka East Dlvd: ,Tainpa FL 3361 U Date:. October 14,2019 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MX7473 rev. 1010312015 BEFORE USE. Design valid for use only with MrrekO connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing NliTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Sude 312, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply T18365093 1765268-LOGISTICS-CHEAT VU Valley 1 1 Job Reference o tional Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Oct 14 12:00:012019 Page 1 I D:u49VOoOtrg7sgHVFio0pyKzB?Oz-4B51 GZMAmR3?yWbZ47le936bAlmgEgYlVpL4f6yTVfi 2-0-0 4-0-0 2-0-0 2.0.0 5.00 12 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 2x4 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 REACTIONS. (lb/size) 1=112/3-10-13, 3=112/3-10-13 Max Horz 1=1O(LC 12) Max Uplift 1=33(LC 12), 3=33(LC 13) 3x4 = 2x4 4-0-0 Scale = 1:7.4 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TC 0.06 Vert(LL) n/a n/a 999 MT20 244/190 BC 0.13 Vert(CT) n/a n/a 999 WB 0.00 Horz(CT) 0.00 3 n/a n/a Matrix-P Weight: 10 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vint=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf 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 33 lb uplift at joint 1 and 33 lb uplift at joint 3. xd d ,1�1111Ai 1:I1/!!! • No '3.9"3800. �`ro :CC= Z 125 Z*rilr ini►1! Thomas X.Alban( RE No.39360 Wilk 11%,Ihc FL Cetf:6634 6904 Parke _East Blvd. TalnOTL 33610. Date: October 14,2019 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �® a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall E building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek, Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P/1 Duality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T18365094 1765268-LOGISTICS-CHEAT Valley 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 1 d 2x4 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Oct 14 12:00:01 2019 Page 1 ID:u49VOoQtrg7sgHVFio0pyKzB?Oz-4851 GZMAmR3?yWbZ47le936baloJEgYTVpL4f6yTVft 2-0-0 2-0-0 5.00 12 Scale = 1:6.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) n/a file 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017rrP12014 _ Matrix-P Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.. (lb/size) 1=56/1-11-6, 2=44/1-11-6, 3=12/1-11-6 Max Horz 1=28(LC 12) Max Uplift 1=14(LC 12). 2=32(LC 12) Max Grav 1=56(LC 1). 2=44(LC 1), 3=25(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Dpsf; h=15ft; Cat. II; Exp C; 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) 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 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 14 lb uplift at joint 1 and 32 lb uplift at joint 2. `,�y\11111C1t���, Ps a '`��e''% N o 3.93,8.0 October 14,2019 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll•7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with M7ekS connectors. This design is based only upon parameters shown, and is for an individual building component, not �6 a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall R building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent. bracing IV IiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabricabon, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety lntormetion available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Type Qty Ply T18365095 176526B-LOGISTICS-CHEATTruss Valley 1 1 Job Reference (optional) tdumaers rrst bource, rlant city, YL - U01W), 2x4 a.wusdui iti"i wnieK muubu ieb, mu. rvmn vu ry rc:uu.uc cu is rays r ID:u49VOoQtrg7sgHVFio0pyKzB7Oz-YKfP UvMpXlBsagAmegGthHfkM973zFWdkT5dBZyTVfh 3x6 11 3 3x6 11 5 4 Scale = 1:11.1 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.12 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 13 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=103/3-11-6, 3=132/3-11-6, 4=-43/3-11-6, 5=365/3-11-6 Max Horz 1=72(LC 12) Max Uplift 1=18(LC 12), 3=132(LC 1), 4=-85(LC 3). 5=164(LC 12) Max Grav 1=103(LC 1), 3=98(LC 12), 5=365(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=312/492 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-D-0 cc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vuh=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; 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) 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 ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 18 lb uplift at joint 1, 132 lb uplift at joint 3, 85 lb uplift at joint 4 and 164 Ito uplift at joint 5. A, qC?•,��� R6 39380 October 14,2019 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T18365096 1765268-LOGISTICS-CHEAT Valley 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Oct 14 12:00:03 2019 Page 1 I D: u49VOoQtrg7sgH VFioOpyKzB?Oz-OXCnhFNR12JjB gkyCYn6EU BthYRVik2my7gAk?yTVfg 4-10-15 6-0-0 4-10-15 1-1-0 Scale: 3/4"=l' 5 4 2x4 i�- 3x6 II LOADING (psf) SPACING- 2-0-0 CS'. TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 TCDL 15.0 Lumber DOL 1.25 BC 0.24 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017frPI2014 Matrix-P DEFL. in (loc) Vdefl Ud Vert(LL) n/a n/a 999 Vert(CT) n/a n/a 999 Horz(CT) -0.00 3 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=150/5-11-6, 3=72/5-11-6, 4=21/5-11-6, 5=415/5-11-6 Max Horz 1=115(LC 12) Max Uplift 1=21(LC 12), 3=72(1_13 1), 4=-43(LC 3). 5=192(LC 12) Max Grav 1=150(LC 1), 3=53(LC 12). 5=415(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-5=355/556 PLATES GRIP MT20 2441190 Weight: 20 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vint=165mph (3-second gust) Vasd=128rhph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; 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) 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 ANSIIrPI 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 21 lb uplift at joint 1, 72 lb uplift at joint 3 , 43 Ito uplift at joint 4 and 1921b uplift at joint 5. Ro '3 93i8 0 7t % fN A`��� . Thomas A. Aibani PSNo.39360 M7ek L)SA; Inc FLtert:6634 e 6904 Park eEast Blvd. Tampa FL 3361D Dat; October 14,2019 AwARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Sa W Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandda, VA22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T18365097 1765268-LOGISTICS-CHEAT Valley 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Oct 14 12:00:03 2019 Page 1 ID: u49VOoQtrg7sgH VFioOpyKzB?Oz-0XCnh FNR12JjB gkyCYn6EU BrMYM?ik2my7gAk?yT Vfg 6-0-3 6-0-0 6-0.3 1-11-12 i 5 4 3x4 2x4 II LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 TCDL 15.0 Lumber DOL 1.25 BC 0.52 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017rrP12014 Matrix-SH DEFL. in (loc) Vdefl Ud PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(CT) n/a n/a 999 Horz(CT) -0.00 3 n/a rile LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. All bearings 7-11-6. (lb) - Max Horz 1=159(LC 12) Max Uplift All uplift 100 lb or less at joints) 1, 3, 4 except 5=204(LC 12) Max Grav All reactions 250 lb or less atjoint(s) 1, 3, 4 except 5=444(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=333/470 Scale = 1:20.3 Weight: 26 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuh=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) 0-9-1 to 6-9-1, Interior(1) 6-9-1 to 8-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 atjoint(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 100 lb uplift at joint(s) 1, 3, 4 except' (jtAb) 5=204. No 39380 1k �: F �4%4. fNAL Tholnas ik Alban[ PE No 39380 MTekUSA; I6c FL,6lt6634 69o0arka usnivd: Tarnpa:FL 33610 Date... October 14,2019 WARNING - Verdy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 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 truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracindicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1ing iTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 QuaOty Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafW informatfon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION 14-1 3j4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-116n For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20120 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/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. 6-4-8 dimensions shown in ft-insixteenths (Drawings not to scale) 1 2 3 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSILETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved 3 13 MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 General Safety dotes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSVTPI 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 pudins provided at spacing indicated on design. 14. Bottom chords require lateral bracipg 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 ANSIlrPI 1 Quality Criteria.