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HomeMy WebLinkAboutTrussCA 50 011 14' 4" 1 21'411 141411 71011 c� v M IA U U U w w w w w w w w w w w w w w w w w w w w w U 7' 0" 12' 0" H 2' 0"Kill 6" 2:'0: 121 0' 2' 2' QP\j Z 0" JZ 0" 2;N- 2' 0'/ 2' 0" 2' 07 20" 2' I0" 2' 0" 2' 0" i(0 x J,Lx ILx s Lo 4,o L01 L S2 L04—* 4J C ,.... w f•L41 13' U d p J I N N 00 rn 'p In (0 ^ ri Q Q a Q a I Q m N m co N co N m N �N "x H H �H l?H ~ F- N , 2 CJ1 r LUS24 CJ ;` MU-) 'n In In In M M ti� w w w w w w U � � CS w w U 4'-4" FLAT TOP @ 13'-8" U BT M @ 9'4" 2' 0" 191411 50411, '4 21 1 4 9' 41,, )' 0" ENTRY SPAN U RCJ1 N M.... .. K03 tea.. K02 0 T z KO D04 91 EJ8 1/1�...... ... ... T 4 1/2" .,.; EJ8 EJ8 EJ8 01i .. iV EJ8bo EJ8 EJ8 p CV LO EJ8 EJ8 ur,.....- ......,, EJ8 EJ8 EJ8 EJ8 i� =CJ3 atcqg!.Z�'F 041 .,,, - , z �1 0 ■ F TRUSS END DETAIL SQUARE CUT OVERHANG 12 w/2X4 LEVEL RETURNS 6 P 4-3/16" HEEL HEIGHT 5" 1/2" 1'-0° vG HANGER LEGEND CAUTION!!! DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-B1 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (ie. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders FirstSource. NO EXCEPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. i TRUSS CONNECTION LIST QTY PRODUCT 4 LUS24 20 HTU26 HTU28 H H US26-2 4 HGUS26-2 H G U S28-2 H G U S28-3 BUILDER: GHO HOMES PROJECT: N/A MODEL: MARLIN 3-CLASSIC ADDRESS: 5fi09 'MYRTLE DRIVE LOT / BLOCK: 40 CITY:1 FORT PIERCE COUNTY ST LUCIE DRAWN BY: JL JOB # : 2418667 DATE: 0$/05/20 SCALE: NTS' * - ALL 2x HANGERS SHOWN ARE HTU26 UNLESS NOTED OTHERWISE " - ALL 4x2 FLOOR HANGERS SHOWN ARE HHUS46 REVISIONS: 1. UNLESS NOTED OTHERWISE 2. 3. REVIEWED FOR MAIN WIND FORCE RESISTING SYSTEMIC-C HYBRID IMPORTANT WIND ASCE7-10 4 01:0 ENCLOSED This Drawing Must Be Approved And EXPOSURE CATEGORY C Returned Before Fabrication Will OCCUPANCY CATEGORY 11 Begin. For Your Protection Check All B6c(- WIND LOAD 160 MPH Dimensions And Conditions Prior To *TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF Approval Of Plan. 04 1 d BOTTOM CHORD LIVE LOAD NONCONCURRENT WITH ANY OTHER LIVE LOADS SIGNATURE BELOW INDICATES ALL 1 '� {- NOTES AND DIMENSIONS HAVE ROOF LOADING FLOOR LOADING BEEN ACCEPTED. TOLL: 20 PSF TCLL: PSF TCDL: 07 PSF TCDL: PSF �' BCDL: 10 PSF BCDL: PSF If Date 7F S. KINGS HIGHWAY FORT PIECE, FL 34945 Ph. (772) - 461 5475 TOTAL: 37 PSF TOTAL: PSF DURATION: 1.26 DURATION: 61 IRIEW6ED M �t�.'®rkL' IF I 1 - a to -��J .•.1 FOR R MiTek GODE COMPI A RE: 2418667-GHO-40 ST. LUCIE COUNTY MiTek USA, Inc. 6904 Parke East Blvd. BOCC Tampa, FL 33610-4115 Site Information: Customer: GHO HOMES Project Name: 2418667-GHO-40 Lot/Block: 40 Model: . Address: 5609 MYRTLE DR, . Subdivision: . City: FORT PIERCE State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017ITP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 60 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss. Name Date No. Seal# Truss Name Date 1 T20935906 A01 8/12/2020 21 T20935926 B03 8/12/2020 2 T20935907 A03 8/12/2020 22 T20935927 C01 8/12/2020 3 T20935908 A04 8/12/2020 23 T20935928 CO2 8/12/2020 4 T20935909 A05 8/12/2020 24 T20935929 CJ1 8/12/2020 5 T20935910 A06 8/12/2020 25 T20935930 CJ3 8/12/2020 6 T20935911 A07 8/12/2020 26 T20935931 CJ4 8/12/2020 7 T20935912 A08 8/12/2020 27 T20935932 CJ5 8/12/2020 8 T20935913 A09 8/12/2020 28 T20935933 D01 8/12/2020 9 T20935914 A10 8/12/2020 29 T20935934 D02 8/12/2020 10 T20935915 A11 8/12/2020 30 T20935935 D03 8/12/2020 11 T20935916 Al2 8/12/2020 31 T20935936 D04 8/12/2020 12 T20935917 A13 8/12/2020 32 T20935937 EJ2 8/12/2020 13 T20935918 A14 8/12/2020 33 T20935938 EJ3 8/12/2020 14 T20935919 A15 8/12/2020 34 T20935939 EJ5 8/12/2020 15 T20935920 A16 8/12/2020 35 T20935940 EJ7 8/12/2020 16 T20935921 A17 8/12/2020 36 T20935941 EJ8 8/12/2020 17 T20935922 A18 8/12/2020 37 T20935942 EJ71 8/12/2020 18 T20935923 A19 8/12/2020 38 T20935943 EJ73 8/12/2020 19 T20935924 B01 8/12/2020 39 T20935944 FG1 8/12/2020 20 T20935925 B02 8/12/2020 40 T20935945 FG2 8/12/2020 The truss drawing(s) referenced above have been prepared by — / MiTek USA, Inc under my direct supervision %%%,%It11111����',, , based on the parameters provided by Builders FirstSource - Plant City. ,�% �vL1U S OFF i��, Truss Design Engineer's Name: Lee, Julius '% • ,,��G E N 5+�.,.• ��� My license renewal date for the state of Florida is February 28, 2021. '. Florida COA: 6634 o 4869 IMPORTANT NOTE: The seal on these truss component designs is a certification *'• C + that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSIfrPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes); which were ATE OF given to MiTek. Any project specific information included is for MiTek customers file reference purpose only, and was not taken into account in the preparation of �T l p R I'D P �� these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer ��ij �/OIN should verify applicability of design parameters and properly incorporate these designs ���#/1111110% into the overall building design per ANSVTPI 1, Chapter 2. Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6114 Parke East Blvd. Tampa FL 33610 August 12, 2020 n"'.. 1 of 2 Lee, Julius MiTek' RE: 2418667-GHO-40 - MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Project Customer: GHO HOMES Project Name: 2418667-GHO-40 Lot/Block: 40 Subdivision: . Address: 5609 MYRTLE DR — City, County: FORT PIERCE City, State: FL No. Seal# Truss Name Date 41 T20935946 FG3 8/12/2020 42 T20935947 FG4 8/12/2020 43 T20935948 G01 8/12/2020 44 T20935949 HJ2 8/12/2020 45 T20935950 HJ3 8/12/2020 46 T20935951 HJ5 8/12/2020 47 T20935952 HJ7 8/12/2020 48 T20935953 K01 8/12/2020 49 T20935954 K02 8/12/2020 50 T20935955 K03 8/12/2020 51 T20935956 1-01 8/12/2020 52 T20935957 L02 8/12/2020 53 T20935958 PB01 8/12/2020 54 T20935959 PB02 8/12/2020 55 T20935960 PB03 8/12/2020 56 T20935961 Vol 8/12/2020 57 T20935962 V02 8/12/2020 58 T20935963 V03 8/12/2020 59 T20935964 VO4 8/12/2020 60 T20935965 V05 8/12/2020 2 of 2 Job Truss Truss Type I Qty Ply T20935906 2418667-GHO-40 A01 PIGGYBACK BASE 2 1 Job Reference (optional) Builders First Source, Plant Uity, FL- 32b85, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 511:06:29 2020 Page 1 e .1 ID:ajWjjtFfleUEpwgykERXAM?ylE4v-Ih3f2hQMVZMftrGABBt70o943T3PgNhnTpfiQygw5u 2 6-8 8-0-8 10-8-8 13-6-9 20-8-7 26�-0 32-3-0 2 6 8 6-0 0 2-2-0 2-10-1 7-1-14 V. 5-11-0 5x6 20 19 ST1.5x8 STP = 3x6 I I 2x4 46 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC20171TP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 1-4: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 2-16,3-15: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 1-20: 2x4 SP No.2, 7-21: 2x6 SP No.2 REACTIONS. (size) 20=0-6-8, 21=0-5-8 Max Horz 20=-272(LC 10) Max Uplift 20=-541(LC 12). 21=-563(LC 12) Max Grav 20=1244(LC 17), 21=1229(LC 18) 5x8 = 16 15 3x4 = 5x12 5= 2x4 2il 32 1W1I 46 = - _ 3x6 = Scale = 1:73.9 c/ r• d N u) rA 4 I� 21 3x6 = VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TC 0.77 Vert(LL) -0.14 14-17 >999 240 MT20 2441190 BC 0.67 Vert(CT) -0.29 14-17 >999 180 WB 0.93 Horz(CT) 0.10 21 n/a n/a Matrix-SH Weight: 243 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-14 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-5 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-11 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1437/928, 2-3=-1452/1143, 3-4=-1293/1043, 4-5=-1028/966, 5-6=-1185/976, 6-7=-1142/802, 18-20=-1222/823, 1-18=-1155/844, 8-21=-1229/809, 7-8=-1177/832 BOT CHORD 17-18=-307/453, 14-17=-307/453, 2-14=-470/533, 3-13=291/317, 12-13=811/1347, 11-12=-680/1230, 9-11=-633/953, 13-14=-838/1379 WEBS 1-14=-613/1098, 3-12=-350/346, 4-12=237/503, 4-11=-271/159, 5-11=-56/287, 6-9=-414/415, 7-9=703/1058 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 6-1-12, Interior(1) 6-1-12 to 13-6-9, Exterior(2) 13-6-9 to 29-2-4, Interior(1) 29-2-4 to 32-0-4 zone; cantilever left and right exposed ;C-C for members and forces & M WFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Bearing at joint(s) 21 considers parallel to grain value using ANSI/fPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 541 lb uplift at joint 20 and 563 lb uplift at joint 21. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. N.���vL1US EN i No 34869 i ,ONA' ����� Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 5,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.r° Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not p` 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 ANS11TPl1 Quality Cdteda, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T20935907 2418667-GHOAO A03 Hip 1 1 Job Reference (optional) Ir51 Ouurue, , rlant uay, FL - ozoou, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 11:06:32 2020 Page 1 • ID:ajWjjtFfleUEpwgykERXAM7ylE4v-AGlogiSPMQxxW6arsJkalfQjfGRPbCV8TR2Jllygw5r 5-5-4 10-8-8 14-5.0 19-10-0 25-10-12 32-3-0 5-5 4 5 5-5-0 6-0-12 6 4-0 5x6 = 6.00 12 4x6 = 4x6 sxb ST1.5x8 STP = 3x8 = 2x4 11 3x6 II 5x12 = VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). 5-5-4 10-8-8 14-5-0 19-10-0 25-10-12 32-3-0 01 3 8 8 5-10 E5 012- R� Scale = 1:74.5 Plate Offsets (X,Y)— [5:0-3-0,0-2-0],113:0-5-4,0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.31 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.53 12-13 >728 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.84 Horz(CT) 0.05 18 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 240 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* 4-15: 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 *Except* 8-18: 2x6 SP No.2 WEBS REACTIONS. (size) 17=0-6-8, 18=0-5-8 Max Horz 17=-291(LC 10) Max Uplift 17=-550(LC 12), 18=-566(LC 12) Max Grav 17=1253(LC 17), 18=1243(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1080/715, 2-4=-1461/1013, 4-5=1501/1202, 5-6=1036/953, 6-7=-1209/958, 7-8=-1184/813, 1-17=-1204/829, 9-18=1243/790, 8-9=1181/816 BOT CHORD 16-17=-281/307, 4-13=-302/410, 12-13=-636/1175, 10-12=-641/987 WEBS 2-16=-795/584, 13-16=-664/1220, 2-13=-166/434, 6-12=105/307, 7-10=-387/393, 1-16=-624/1066, 8-10=-701/1070, 5-13=426/611 Structural wood sheathing directly applied or 4-8-6 oc purlins, except end verticals. Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 10-0-0 oc bracing: 13-15 1 Row at midpt 5-12, 7-12 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 6-1-12, Interior(1) 6-1-12 to 14-5-0, Exterior(2) 14-5-0 to 28-3-13, Interior(1) 28-3-13 to 32-0-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Bearing at joint(s) 18 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 550 lb uplift at joint 17 and 566 lb uplift at joint 18. �vLW S G E N 34869 . � i : ORI Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 5,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 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 MiTek' building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 1 VAiTek• 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 BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T20935906 2418667-GHO-40 A04 Hip 1 1 Job Reference (optional) Builders First Source, , Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 11:06:34 2020 Page 1 A ID:ajWjjtFfleUEpwgykERXAM?ylE4v-6etY5OTfu1BfmQjEzkn2g4V 847k3BAQxkXQNdygw5p 5-6-12 10-10-0 ,12-6-8 17-3-0 21-11-8 27-10-0 32-4-8 '1-8-8 4-5-8 4-8-8 5-10-8 4-6-8 4x6 19 18 3x6 I I 3x8 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/rP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-17,10-12: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 19=Mechanical, 9=0-6-8 Max Horz 19=-250(LC 10) Max Uplift 19=-554(LC 12), 9=570(LC 12) Max Grav 19=1244(LC 17). 9=1298(LC 1S) 4x6 = 3x4 = 46 3x4 - 4 22 23 5 24 6 17 2x4 II 5x12 = V d 4 I 10 — 9 2x4 II 2x4 11 ST1.5x8 STP = 3x6 11 3x8 = Scale = 1:75.5 CSI. DEFL. in floc) Vdefl Ud PLATES GRIP TC 0.94 Vert(LL) -0.25 12-13 >999 240 MT20 244/190 BC 0.95 Vert(CT) -0.48 12-13 >798 180 WB 0.57 Horz(CT) 0.13 9 n/a n/a Matrix-SH Weight: 253 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8-5 cc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 cc bracing. Except: 10-0-0 cc bracing: 15-17 WEBS 1 Row at midpt 5-14, 5A3, 7-11 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1092/745, 2-3=-1458/1091, 3-4=1366/1113, 4-5=1214/1022, 5-6=-1108/967, 6-7=-1271/973, 1-19=-1193/847, 9-11=1227/864 BOT CHORD 18-19=-239/267,14-15=-853/1356,13-14=-759/1264,12-13=-627/872,11-12=-632/852 WEBS 2-18=-772/645, 15-18=-743/1061, 2-15=-160/411, 3-14=327/441, 4-14=-334/462, 5-13=-324/325,6-13=-140/349, 7-13=52/393,1-18=-670/1060, 7-11=-1269/1009 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 6-1-12, Interior(1) 6-1-12 to 12-6-8, Exterior(2) 12-6-8 to 21-0-5, Interior(1) 21-0-5 to 21-11-8, Exterior(2) 21-11-8 to 30-5-5, Interior(1) 30-5-5 to 32-2-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 554 lb uplift at joint 19 and 570 lb uplift at joint 9. `11111111111j.I �' jQU S tF��i���, GENg �� No 34869 * i :4U Julius Lee PE N0.34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd, Tampa FL 33610 Date: August 5,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.° Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job ss Truss Type Qty Ply FAO,51 T20935909 2418667-GHO 40 PIGGYBACK BASE 1 1 Job Reference (optional) -asc ouurce, , rlanr %,ny, t-L - aZbbb, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 511:06:35 2020 Page 1 A ID:ajWjjtFfleUEpwgykERXAM7ylE4v-arRwJkUHeLJWNaIQXSIHNH2BLUUBodraAOGzv4ygw5o 5 6-12 10-10-0 13108. 20-9-15 26-5 8 32 4 8 5 6-12 5-3 4 2-10-1 7-1-14 5-7-8 5-11-0 4x6 5x6 = 46 = 16 15 14 axb = 3x6 = 3x6 II 3x8 = 2x4 II 5x12 = VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). 5-6-12 , 10.10-0 13-8-1 20-9-15 26-5-8 32-4-8 i 5512 El 2-10-1 7-1-14 5_7-8 5-11-n Scale = 1:69.4 Plate Offsets (X,Y)— 14:0-3-0,0-2-01,112:0-5-4.0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.37 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.63 11-12 >608 180 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(CT) 0.05 17 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 BOT CHORD 2x4 SP N0.2 *Except* 3-14: 2x4 SP No.3, 10-12: 2x4 SP No.1 BOT CHORD WEBS 2x4 SP No.3 `Except` 7-17: 2x6 SP No.2 WEBS REACTIONS. (size) 16=Mechanical, 17=0-5-8 Max Horz 16=-273(LC 10) Max Uplift 16=-552(LC 12), 17=-569(LC 12) Max Grav 16=1262(LC 17), 17=1247(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-1110/737, 2-3=-1485/1043, 3-4=1498/1200, 4-5=1070/970, 5-6=-1227/980, 6-7=-1151/810, 1-16=-1212/838, 8-17=-12471815, 7-8=1184/840 BOT CHORD 15-16=-263/291, 3-12=-244/333, 11-12=-703/1228, 9-11=-641/962 WEBS 2-15=-794/602, 12-15=-702/1259, 2-12=-141/431, 5-11=57/289, 6-9=-432/409, 1-15=-653/1081,7-9=-713/1064,4-12=358/578 Structural wood sheathing directly applied or 4-7-11 oc purlins, except end verticals, and 2-0-0 oc purlins (3-9-3 max.): 4-5. Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 10-0-0 oc bracing: 12-14 1 Row at midpt 4-11 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 6-1-12, Interior(1) 6-1-12 to 13-8-1, Exterior(2) 13-8-1 to 29-3-12, Interior(1) 29-3-12 to 32-1-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 552 lb uplift at joint 16 and 569 lb uplift at joint 17. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ,,,1111111111/��,,, ,,`�� wL1US OFF ,�''4i N 34869 ► 53 i C) ,�''�S . O R O N A%_ E����• �1111 n n10% Julius Lee PE No.34869 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 5,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/1912020 BEFORE USE. !• Design valid for use only with MUeklD connectors. This design is based only upon parameters shown, and is for an individual building component, not p` a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11rPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T20935910 2418667-GHOAO A06 Hip 1 1 Job Reference (optional) first eource, viant t;lry, rL - 31obb, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 11:06:37 2020 Page 1 ID:aj WjjtFfleUEpwgykERXAM?ylE4v-WDYhkQWYAyZEduSoetKISi7Y_H EkGYutdil4yygw5m 5 6-12 10-10-0 13 8-0 20-10-0 26-0-4 32-0-0 5-0-12 5-3-4 2-10-0 7-2-0 5-8-4 5-11-12 5x8 = 4x6 = 4 21 22 5 46 17 16 153X4 = -""- 3X6 3X6 II 3x8 = 2x4 II 18 3x6 = M 4 Scale = 1:69.8 VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). 5-6-12 10-10-0 13-8-0 20-10-0 26-6-4 32-6-0 5 6-12 5-3 4 2-10-0 7-2-0 5-e 4 5=11-12 Plate Offsets (X,Y)— [4:0-6-010-2-8),[13:0-6-0,0-4-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.10 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.18 11-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(CT) 0.05 18 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 249 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-15 oc purlins, BOT CHORD 2x4 SP No.2 *Except* except end verticals. 3-15: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-4-14 oc bracing. Except: WEBS 2x4 SP No.3 *Except* 10-0-0 oc bracing: 13-15 7-18: 2x6 SP No.2 WEBS 1 Row at midpt 4-11 REACTIONS. (size) 17=Mechanical, 18=0-5-8 Max Horz 17=-274(LC 10) Max Uplift 17=-554(LC 12), 18=-571(LC 12) Max Grav 17=1235(LC 17), 18=1232(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-10831741,2-3=-1452/1076,3-4=-1301/1069,4-5=-10361982,5-6=-1195/993, 6-7=-1160/821, 1-17=-1185/842, 8-1 8=1 232/816, 7-8=-1179/840 BOT CHORD 16-17=-264/292, 12-13=-849/1378, 11-12=-69611234, 9-11=-650/969 WEBS 2-16=-775/634, 13-16=-734/1091, 2-13=-178/403, 3-12=377/396, 4-12=-261/509, 4-11=-267/165, 5-11=-61/283, 6-9=-405/414, 1-16=-656/1051, 7-9=-717/1067 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11: Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 6-1-12, Interior(1) 6-1-12 to 13-8-0, Exterior(2) 13-8-0 to 29-3-13, Interior(1) 29-3-13 to 32-3-4 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, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 554 lb uplift at joint 17 and 571 lb uplift at joint 18. ,,,�� wL1US• OFF ����, No 34869 i i �S ON A 11 0% Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 5,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 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 t 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 fabricagon, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPIi Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T20935911 2418667-GHO-40 A07 Hip 1 1 Job Reference o tional cuuaers First Source, ) riant ury, FL - dzobb, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 11:06:39 2020 Page 1 • ID:ajWjjtFfleUEpwgykERXAM1ylE4v-ScgR86XoiapxsBcBmHMDX7CwV5sPkRm940EB2rygw5k 5 6 12 10-10A 11 8 p 17-1-4 22-10-0 27- 4 32 6-0 5 6-12 5-3-4 0-10- 5-5-4 5-8-12 4-8 4 4-11-12 Scale = 1:65.2 5x6 = 14 11 2x4 11 5x8 = 3 4 20 21 5 22 6 46 3x8 = 5x6 = 017 16 15 14 13 5x6 = 3x6 11 3x8 = 2x4 II 5x12 = VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). 22-10-0 32-M LOADING (psf) SPACING- 2-0-0 CSl. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.22 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.45 9-10 >858 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.61 Horz(CT) 0.07 17 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 247 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-4 cc purlins, BOT CHORD 2x4 SP No.2 *Except* except end verticals. 3-14: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. Except: WEBS 2x4 SP No.3 *Except* 10-0-0 cc bracing: 12-14 8-17: 2x6 SP No.2 WEBS 1 Row at micipt 7-9 REACTIONS. (size) 16=Mechanical, 17=0-5-8 Max Horz 16=-231(LC 10) Max Uplift 16=-554(LC 12), 17=-571(LC 12) Max Grav 16=1258(LC 17), 17=1287(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-11061747, 2-3=-1457/1068, 3-4=1456/1208, 4-5=1289/1093, 5-6=-1289/1092, 6-7=-1275/978, 1-16=-1208/849, 9-17=1287/847 BOT CHORD 3-12=-217/309, 11-12=-767/1296, 10-11=-611/1107, 9-10=-621/890 WEBS 2-15=-764/620, 12-15=-733/1139, 2-12=-111/420, 4-12=363/453, 4-11 =-I 73/327, 5-11=-344/396, 6-11=-344/426, 7-10=69/391, 1-15=-673/1077, 7-9=-1282/953 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 6-1-12, Interior(1) 6-1-12 to 11-8-0, Exterior(2) 11-8-0 to 20-1-13, Interior(1) 20-1-13 to 22-10-0, Exterior(2) 22-10-0 to 31-3-13, Interjor(1) 31-3-13 to 32-3-4 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, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 554 lb uplift at joint 16 and 571 lb uplift at joint 17. 'tj\IIIIIIfill, No 34869 .0 • �C/ FS••.0R1 Julius Lee PE No.34869 MiTek.USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 5,2020 r® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with 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 properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSLITPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type City Ply ]Truss T20935912 �.IMPefp­cA 2418667-GHOAO A08 Hip 1 1 (optional) Irst Source, F'lam Clty, I-L - 32b66, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 11:06:412020 Page 1 A ID:ajWjjtFfleUEpwgykERXAM?ylE4v-P?oCZnZ2EB4f5VmaliPhcYlApvZTCHSSYKjH7jygw5i M-12 9-8-0 1,0-10-Q 17-M 24-10-0 32-M M-12 4-1-3 1-2-0 6-5-0 7-7-0 7-8-0 Scale = 1:58.2 5x8 = 2x4 11 5x8 = - 3 19 20 4 21 15 14 13 3x6 I I 3xB = 2x4 II VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). 5-6-12 9-8-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC20171TPI2014 CS1. TC 0.91 BC 0.69 WB 0.86 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Udefl Ud -0.13 10-11 >999 240 -0.28 10-11 >999 180 0.06 16 n/a n/a PLATES GRIP MT20 2441190 Weight: 223 Ito 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 *Except* BOT CHORD Rigid ceiling directly applied or 6-4-14 oc bracing. 6-16: 2x6 SP No.2 REACTIONS. (size) 15=Mechanical, 16=0-5-8 Max Horz 15=-188(LC 10) Max Uplift 15=-548(LC 12), 16=-568(LC 12) Max Grav 15=1292(LC 17), 16=1244(LC 18) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1134/740, 2-3=-1561/1087, 3-4=1504/1169, 4-5=1504/1170, 5-6=-1268/865, 1-15=-1239/845, 7-16=-1244/843, 6-7=-1179/875 BOT CHORD 10-11=-830/1435, 8-10=-623/1057 WEBS 2-14=-895/663, 3-10=-216/393, 4-10=-473/508, 5-10=-437/679, 5-8=-256/327, 1-14=-640/1099, 6-8=-631/1111, 3-11=-91/308, 11-14=750/1145, 2-11=-179/553 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; (3-second gust) eave=7ft; Cat. ,�� 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 6-1-12, Interior(1) 6-1-12 to 9-8-0, Exterior(2) 9-8-0 ,�% to 18-1-13, Interior(1) 18-1-13 to 24-10-0, Exterior(2) 24-10-0 to 32-3-4 zone; cantilever left and right exposed ;C-C for members and ♦♦� ••'\G E NS '• V F•••• forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ♦ 40 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord'liive load nonconcurrent with any other live loads. - O 34869 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) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 16 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify �� 441 capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 548 lb uplift at joint 15 and 568 lb uplift 1 0 �i '� O 004 `Q Q;•• ,♦♦ at joint 16. f3 �? �4' O NA � 0, Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 5,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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 my 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 ANSUlPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Clty Ply T20935913 2418667-GHO-40 A09 Hip 1 1 Job Reference (optional) auuaers nisi Source, , riant city, FL - 12obb, 8.240 s Mar 9 2020 MTek Industries, Inc. Wed Aug 5 11:06:43 2020 Page 1 + ID:ajWjtFfleUEpwgykERXAM?ylE4v-LNwy_TalmoKNLpvy77R9hzNVOiEwgBII?eCOBcygw5g 7-8-0 10-10-0 18-B-4 26-10-0 32�-0 7-8-0 3-2-0 7-10-4 8-1-12 5-6-0 6.00 12 5x6 5x8 = 2x4 II 15 14 13 3x6 II 3x8 = 2x4 II LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 `Except` 3-13: 2x4 SP No.3 WEBS 2x4 SP No.3 `Except* 6-16: 2x6 SP No.2 REACTIONS. (size) 15=Mechanical, 16=0-5-8 Max Horz 15=-144(LC 10) Max Uplift 15=-554(LC 12), 16=-571(LC 12) Max Grav 15=1203(LC 17), 16=1218(LC 18) 5x8 = 18 19 20 4 5x8 = 5 VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). 26-10-0 32-6-0 Scale = 1:58.4 CSI. DEFL. in -(loc) I/defl L/d PLATES GRIP TC 0.97 Vert(LL) -0.13 10-11 >999 240 MT20 244/190 BC 0.76 Vert(CT) -0.28 10-11 >999 180 WB 0.77 Horz(CT) 0.07 16 n/a n/a Matrix-SH Weight: 216 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-7-7 oc bracing. Except: 10-0-0 oc bracing: 11-13 WEBS 1 Row at midpt 4-11, 5-10 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1192/826, 2-3=-145711152, 3-4=1475/1169, 4-5=-1647/1245, 5-6=-11381774, 1-15=-1131/863,7-16=-1218/821,6-7=1179/841 BOT CHORD 3-11=-309/305, 10-11=-1086/1692, 8-10=-5B6/947 WEBS 2-14=-746/595, 11-14=-66911146, 2-11=-676/1069, 4-11=352/146, 4-10=362/446, 5-10=-607/915, 5-8=-393/405, 1-14=-573/1025, 6-8=-662/1087 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 6-1-12, Interior(1) 6-1-12 to 7-8-0, Exterior(2) 7-8-0 to 16-1-13, Interior(1) 16-1-13 to 26-10-0, Exterior(2) 26-10-0 to 32-34 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 16 considers parallel to grain value using ANSIfrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 554 lb uplift at joint 15 and 571 lb uplift at joint 16. �/1111111111 %���V�IUS G E NSF•, N 34869 + .0 i.#I' ONALE. % ,�1j111111111�0, Julius Lee PE No.34869 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: August 5,2020 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 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 ANSI1rPN Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T20935914 2418667-GHO-40 A10 Hip 1 1 Job Reference (optional) Irst Source, 1 Plant tiry,, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 511:06:44 2020 Page 1 ID:aj WjtFfleUEpwgykERXAM?ylE4v-pZTKCpbxX6SEyyU9ZryOEBwmt6X5Pg1 vElyyj2ygw5f 5 8 0 1010-0 17-3-14 22-0-10 28-10-0 30-9-9 32AD 5-8-0 5-2-0 6-5-14 4-8-12 6-M 1-11-9 1.8.7 6.00 12 4x6 5x8 = 18 17 3x6 I I 3x8 = 5-8-0 10-10-0 2x4 11 16 2x4 II 19 20 19-8-4 5x6 = 3x4 = 21 5 4x6 = 8 3x4 = 3x6 = "`o Scale = 1:57.5 m r' c� e5 ur 4 14 9 8 2x4 I13x6 I I 2x4 = 28-10-0 . 30-9-9 . 32-s-n 5-8-0 5-2-0 8-10.4 9-1-12 1-11-9 1 8 7 Plate Offsets (X,Y)— [2:0-6-0,0-2-8], [4:0-3-0,0-3-0] [15:0-4-8 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.18 14-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.41 14-15 >953 180 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(CT) 0.10 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 211 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 'Except' 3-16,9-11: 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (size) 18=Mechanical, 8=Mechanical Max Horz 18=-101(LC 10) Max Uplift 18=-561(LC 12), 8=574(LC 12) Max Grav 18=1192(LC 1), 8=1192(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1071/760, 2-3=-1730/1320, 3-4=1749/1332, 4-5=1874/1300, 5-6=-813/625, 6-7=-938/620,1-18=-1140/857,8-10=11731796,7-10=1178/792 BOT CHORD 3-15=-348/385, 14-15=-1274/1942, 12-14=-1144/1712 WEBS 2-17=-662/559, 15-17=-598/897, 2-15=778/1201, 4-15=270/165, 4-14=-1661260, 5-14=-151/418,5-12=-1139/797,7-12=659/1064,1-17=626/1026 Structural wood sheathing directly applied or 3-11-10 oc purlins, except end verticals. Rigid ceiling directly applied or 2-2-0 oc bracing. 1 Row at midpt 4-15, 5-12 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 14-1-13, Interior(1) 14-1-13 to 28-10-0, Exterior(2) 28-10-0 to 32-4-4 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 561 lb uplift at joint 18 and 574 lb uplift at joint 8. SO lu S � C''���ii C E IN ,��•� No 34869 Julius Lee PE No.34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 5,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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 ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T20935915 2418667-GHO-40 A11 Hip 1 TlJob Reference (optional) builders First source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 511:06:46 2020 Page 1 + ID:ajWjjtFfleUEpwgykERXAM?ylE4v-Iyb5cVdB3jiyCGeXgG_sJc?3OwC_tVaBhcR2oxygw5d 0-p p 5-7-0 10-10-0 17-9-10 23-0-14 30-0-0 32-0-0 0 4- 5-3 0 53-0 6-11-10 5-3 4 7-3-2 2-2-0 3x6 = 22 3x6 = 2x4 II 3x6 = 3x4 = 3x6 = 2 23 3 24 4 255 26 6 21 20 3x6 11 5x8 = 19 18 2x4 11 2x4 11 ;sxn — oxo = Scale = 1:58.3 6.00 112 4x6 = 7 4vA 12 11 2x4 11 3x6 11 2x4 II 5-7-0 10-10-0 1'2-0 20-5-4 30-4-0 32 6-0 ' 5-7-0 5-3-0 ' 2-4-0 7-3-4 9-10-12 211 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/rP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2'Except* 3-19: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 21=Mechanical, 11=Mechanical Max Horz 21=-55(LC 12) Max Uplift 21=-576(LC 12), 11=-559(LC 12) Max Grav 21=1192(LC 1), 11=1192(LC 1) CSI. DEFL. in (loc) I/deft L/d TC 0.80 Vert(LL) 0.21 15-16 >999 240 BC 0.99 Vert(CT) -0.41 13-15 >942 180 WB 0.99 Horz(CT) 0.14 11 n/a n/a Matrix-SH PLATES GRIP MT20 244/190 Weight: 214 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-17, 6-10 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1001/627, 2-3=-2050/1214, 3-5=2083/1235, 5-6=-2156/1323, 6-7=-622/423, 7-8=-689/420, 1-21=-1140/786, 9-11=1154/765, 8-9=-1223/722 BOT CHORD 3-17=-340/336, 16-17=-1381/2281, 15-16=-1381/2281, 13-15=-1213/1904, 10-13=-1213/1904 WEBS 1-20=-883/1412, 2-20=-1166/813, 17-20=-476/1025, 2-17=-789/1362, 6-15=134/504, 6-10=-1492/984,8-10=-654/1103 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 6-1-12, Interior(1) 6-1-12 to 30-4-0, Exterior(2) 30-4-0 to 32-4-4 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 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 576 lb uplift at joint 21 and 559 lb uplift at joint 11. NSF., �. NO 34869 r r ` 6'/ON AL E�% Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 5,2020 ,. WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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?PII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T20935916 2418667-GHO-40 Al2 Flat 1 1 Job Reference (optional) Builders First Source, r Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 511:06:48 2020 Page 1 r ID:ajWjjtFfleUEpwgykERXAM?ylE4v-iLjrlAeRbLygRaowogl K014S2j_5L0009ww9lpygw5b 6-7-1 13-0-6 19-5-10 25 10-15 32-0-0 6-7-1 6-5-5 6-5 5 1 6-6-5 6-7-1 Scale = 1:52.9 5x6 = 3x4 = 5x6 = 3x4 = 1 15 16 2 3 17 18 4 5 19 20 6 14 13 12 11 3x4 = 10 3x8 = 6-7-1 13-0-6 19-5-10 25-10-15 32-6-0 6-7-1 6-5-5 6-5.5 6-5-5 6-7-1 Plate Offsets (X,Y)— [2:0-3-0,0-3-0],[4:0-3-0,0-3-0] LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.18 10-11 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.27 10-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(CT) 0.05 7 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-SH Weight: 190 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-4-4 oc bracing. WEBS 1 Row at midpt 1-13, 6-8 REACTIONS. (size) 14=Mechanical, 7=Mechanical Max Uplift 14=-567(LC 12), 7=-567(LC 12) Max Grav 14=1192(LC 1), 7=1192(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-1 4=-1 132/776, 1-2=-1404/852, 2-3=2071/1225, 34=2073/1227, 4-5=-2073/1227, 5-6=-1410/858, 6-7=-1133/776 BOT CHORD 11-13=-873/1431, 10-11=-1225/2071, 8-10=-858/1410 WEBS 1-13=-1021/1691, 2-13=-841/665, 2-11=-466/791, 3-11=336/336, 4-10=-343/338, 5-10=-482/812, 5-8=-845/669, 6-8=-1031/1699 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 6-1-12, Interior(1) 6-1-12 to 32-4-4 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) 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 567 lb uplift at joint 14 and 567 lb uplift at joint 7. ,% J ..... GEN No 34869 4 + r..Ak ,N Al,E���� Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 5,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T20935917 2418667-GHO-40 A13 Flat Girder 1 2 Job Reference optional ouuue, a rn s auui ce, r rain uuy, rL - oc000, 6.Z4U S Mar V ZUZU MI I eK Inaustrles, Inc. Wed Aug b 11:Ub:bZ ZUZU Page 1 r ID:ajWjjtFfleUEpwgykERXAM?ylE4v-a6yMtYhyeZS5wB5h1 W5GZtFDWKMIHHr44YuNOaygw5X 5-6-3 10-10-9 16-3-0 21-7-7 2%11-13 32 6-0 5 6-3 5 4-7 5 4-7 5 4-7 5 4-7 5�-3 Scale = 1:55.3 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 46 = NAILED 3x4 = NAILED 3x4 = NAILED 46 = 2x4 11 NAILED 3x4 = 4x6 = 3x4 = NAILED NAILED 4x6 = 1 17 18 19 20 2 21 22 3 23 4 2425 5 26 27 28 29 6 30 7 31 8 32 33 3d 9 U I1➢ ItD u gg B➢ 8g U 8D gg Rg 6➢ 6➢ 1635 36 37 15 38 39 14 40 41 1342 43 44 12 45 46 11 47 48 10 3x8 II NAILED 3x8 = NAILED 7x10 = NAILED NAILED 3x8 = NAILED 7AO = NAILED 3x8 = NAILED 3x8 II NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 10-10-9 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TPl2014 CSI. TC 0.31 BC 0.52 WB 0.75 Matrix-SH DEFL. in Vert(LL) 0.23 Vert(CT) -0.29 Horz(CT) 0.05 (loc) Vdefl Ud 13 >999 240 13 >999 180 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 469 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-6-11 oc bracing. REACTIONS. (size) 16=Mechanical, 10=Mechanical Max Uplift 16=-1359(LC 8), 10=-1304(LC 8) Max Grav 16=2651(LC 25), 10=2535(LC 25) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-2497/1399, 1-2=-3515/1807, 2-3=-5543/2850, 3-5=-6227/3200, 5-6=-6227/3200, 6-8=-5535/2846, 8-9=-3514/1807, 9-10=-2418/1330 BOT CHORD 14-15=-1807/3515, 13-14=-2850/5543, 12-13=-2846/5535, 11-12=-1807/3514 WEBS 1-15=-2109/4102, 2-15=-1916/1266, 2-14=-1234/2399, 3-14=-1013/764, 3-13=-433/808, 5-13=-601/566, 6-13=-438/818, 6-12=-1012/760, 8-12=-1229/2390, B-11=1914/1266, 9-11=-2109/4102 NOTES- 1) 2-ply truss to be connected together with 1Od (0.131"x3") nails as follows Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. ���` UL�US LF r�♦ ♦♦♦ Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. ,� F 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 `�� ,•'� G E /� S '•, �i� F •• ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. •• �r �= 3) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. :� Q 34869 •: II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 * : 4) Provide adequate drainage to prevent water ponding. 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 0 will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection truss to bearing ♦;♦'� •• (by others) of plate capable of withstanding 1359 lb uplift at joint 16 and 1304 lb uplift atjoint.10. .� O R ♦ 9) 'NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. ♦�/� �O N A� � ��� LOAD CASE(S) Standard ���!l1111111��, 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Julius Lee PE No,34869 Uniform Loads (plf) MTek USA, Inc. FL Cert 6634 Vert: 1-9=-54, 10-16=-20 6904 Parke East Blvd. Tampa FL 33610 Date: AI Inc rQt F 7n7n :ontinued on page 2 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 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 iVliTek• 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 Criteria, DS8-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Ply �Al3 T20935917 2418667-GHO-40 Flat Girder �Qty 1 2 Job Reference (optional) ouncers rust source, , rlanr Lary, t-L - IeDbb, 6.240 s Mar 9 2020 MITek Industries, Inc. Wed Aug 5 11:06:53 2020 Page 2 ° ID:ajWjjtFfleUEpwgykERXAM?yl E4v-2I Wk4uiaPtayYLgtaEcV54oOFki_Ok5DICdwY1 ygw5W LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 14=-57(F) 3=104(F) 8=104(F) 11=-57(F) 17=-117(F) 19=104(F) 20=104(F) 21=-104(F) 22=-104(F) 23=-104(F) 24=-104(F) 26=-104(F) 28=104(F) 29=-104(F) 30=104(F) 31=104(F) 32=-104(F) 34=-104(F) 35=62(F) 36=-57(F) 37=-57(F) 38=-57(F) 39=57(1`) 40=57(1`) 41=-57(F) 42=-57(F) 43=-57(F) 44=-57(F) 45=-57(F) 46=57(F) 47=-57(F) 48=-57(F) WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. f ° Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not p` a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek° Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T20935918 2418667-GHO-40 A14 Hip 1 1 Job Reference (optional) Builders First Source, ., Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 11:06:54 2020 Page 1 ' ID:ajWjjtFfleUEpwgykERXAM?ylE4v-VvV461EjCABip9VF48x7keIKU08Orl7XNXsNT4Tygw5V 5-5-0 10 6-8 17-3-0 23-11-8 32-4-8 5-5-0 5-1-8 6-8-8 6 8-8 8-5-0 Scale: 3/16"=1' 5x8 = 2x4 11 5x8 = 3 15 16 4 17 5 6.00 12 3x4 i 18 14 2 5x6 4x6 5- 13 1 6 0 v d or 12 11 10 19 9 20 8 7 3x6 I I 3x4 = 5x6 = 3x8 = 5x6 = ST1.5x8 STP = 3x6 11 5-5-0 10 6-8 17-3-0 23-11-8 32-4-8 5-5-0 ' 5-1-8 6-8-8 6-8-8 8-5-0 Plate Offsets fX.YI— r3:0-6-0.0-2-81.15:0-5-4.0-2-01.r6:Edoe.0-1-121.r8*0-3-0.0-3-01.1`10,0-3-0.0-3-01 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 5-6: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 6-7: 2x4 SP No.2 REACTIONS. (size) 12=Mechanical, 7=0-6-8 Max Harz 12=-206(LC 10) Max Uplift 12=-558(LC 12), 7=-572(LC 12) Max Grav 12=1252(LC 17), 7=1231(LC 18) CSI. DEFL. in (Icc) I/deft Lid PLATES GRIP TC 0.63 Vert(LL) -0.14 7-8 >999 240 MT20 244/190 BC 0.61 Vert(CT) -0.29 7-8 >999 180 WB 1.00 Horz(CT) 0.03 7 n/a n/a Matrix-SH Weight: 223 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-1-11 oc bracing. WEBS 1 Row at midpt 3-10, 4-9, 5-8 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1084/758, 2-3=-1228/962, 3-4=-1159/1032, 4-5=-1159/,1032, 5-6=-1095/803, 1-1 2=-1 199/853, 6-7=-1157/905 BOT CHORD 10-11=-685/1064, 9-10=-642/1128, 8-9=-541/902 WEBS 2-11=-501/449, 2-10=-70/277, 3-9=-188/334, 4-9=-412/430, 5-9=-315/517, 5-8=-287/361, 1-11=-700/1065, 6-8=-570/1003 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 6-1-12, Interior(1) 6-1-12 to 10-6-8, Exterior(2) 10-6-8 to 19-0-5, Interior(1) 19-0-5 to 23-11-8, Exterior(2) 23-11-8 to 32-2-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 558 lb uplift at joint 12 and 572 lb uplift at joint 7. �. �GENS .� 34869 • • Julius. Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 5,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �® a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �� �a building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1 V1iTe`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/TPII quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T20935919 2418667-GHO-40 A15 Hip 1 1 Job Reference (optional) irst Source, , t'lant Glty, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 511:06:56 2020 Page 1 ID:ajWjtFfleUEpwgykERXAM?ylE4v-TtCtjwkSioyXPoPSGMACpQl9ygmD30g?Asa9Mygw5T 8-6-8 17-3-0 25-11 8 i 32-" 8-0-8 8-8-8 8-M 6-" 6x8 11 3x6 6x8 = 7x10 = 6x8 = 6.00 12 2 13 3 4 14 10 3x4 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x6 SP No.2 *Except* 1-2: 2x4 SP No.1, 4-5: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 1-11: 2x4 SP No.2 REACTIONS. (size) 11=Mechanical, 6=0-8-0 Max Horz 11=-162(LC 10) Max Uplift 11=-561(LC 12), 6=-574(LC 12) Max Grav 11=1267(LC 17), 6=1250(LC 18) Scale = 1:59.9 8 7 6 3x6 = 3x8 = 5x6 = ST1.5x8 STP = 3x6 11 17-3-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TC 0.84 Vert(LL) -0.15 8-10 >999 240 MT20 244/190 BC 0.70 Vert(CT) -0.26 7-8 >999 180 WB 0.87 Horz(CT) 0.03 6 file n/a Matrix-SH Weight: 216 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-8-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-1-1 oc bracing. WEBS 1 Row at midpt 4-8 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-12791850, 2-3=-1354/1110, 3-4=-1354/1111, 4-5=1031/737, 1-11 =-1 2021877, 5-6=-1214/896 BOT CHORD 8-10=-678/1160, 7-8=-541/857 WEBS 2-10=-222/320, 2-8=-254/510, 3-8=-553/549, 4-8=-442/722, 4-7=-414/452, 1-10=-568/1069, 5-7=-622/1038 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 6-1-12, Interior(1) 6-1-12 to 8-6-8, Exterior(2) 8-6-8 to 17-3-0, Interjor(1) 17-3-0 to 25-11-8, Exterior(2) 25-11-8 to 32-4-4 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, 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 561 lb uplift at joint 11 and 574 lb uplift at joint 6. 0LI1L) S i E N., �♦ No 34869 . *41111111111,10 Julius Lee PE No.34869 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 5,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. • Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/7P11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T20935920 2418667-GHO-40 A16 Hip 1 1 Job Reference (optional) tsumers mrst JOurce, , viant Gtty, rL - 32bbb, 6-6-8 13-8-12 5x8 = 6.00 12 16 2 b.24U S mar v zuzu Mt I eK lnaustrieS, Inc. vvea Aug b 11:Ub:bf 2UZU rage 1 ID:aj WjlFfleU EpwgykERXAM 7ylE4v-x4m FwFl4T6500y_ep3hRGwyyhL3OyYFpDgb8hoygw5S 20-9-4 27-11-8 32-541 2x4 II 3x6 = 3x4 = 3 17 18 4 19 5 5x8 = 8 Scale = 1:56.2 15 14 20 13 12 21 11 10 22 9 8 3x6 II 3x4 = 3x6 = 3x8 = 3x4 = 3x6 = 3x4 = 3x6 II 6-6-8 13-8-12 -8 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC20171TP12014 CSI. TC 0.73 BC 0.55 WB 0.74 Matrix-SH DEFL. in (loc) I/deft L/d Vert(LL) 0.10 11-12 >999 240 Vert(CT) -0.18 11-12 >999 180 Horz(CT) 0.03 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 210 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-13 cc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-2-15 cc bracing. WEBS 1 Row at midpt 6-11 REACTIONS. (size) 15=Mechanical, 8=Mechanical Max Horz 15=-120(LC 10) Max Uplift 15=-561(LC 12), 8=574(1_C 12) Max Grav 15=1252(LC 17), 8=1246(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1181/805, 2-3=-1475/1128, 3-5=1475/1128, 5-6=1397/1068, 6-7=-879/618, 1-15=-1199/866, 7-8=-12211864 BOT CHORD 12-14=-652/1055, 11-12=-895/1425, 9-11=-456/722 WEBS 2-14=-348/372, 2-12=-414/726, 3-12=-407/442, 5-11=-492/484, 6-11=-601/963, 6-9=-574/520, 1-14=-620/1058, 7-9=-643/1030 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 6-1-12, Interior(1) 6-1-12 to 6-6-8, Exterior(2) 6-6-8 to 15-0-5, Interior(1) 15-0-5 to 27-11-8, Extedor(2) 27-11-8 to 32-4-4 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, 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 561 lb uplift at joint 15 and 574 lb uplift at joint 8. 11111111!/�� 0,10S �F��iJ# o 34869 • Julius Lee PE No.34869 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 5,2020 ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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 property incorporate this design into the overall qr ff building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1 VliTeke 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/rPli Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qtyy T20935921 2418667-GHO-0O A17 Hip 1 [1- 1 Job Reference (optional) builders First Source, , Plant Gity, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 11:06:59 2020 Page 1 ' ID:aj WjtFfleUEpwgykERXAM?ylE4v-tSt?LxnL?jL6GG81 xUjvLL1 ER9iCQVD6h74Elgygw5Q 4 6 8 13-0-12 215-4 29-11-8 32-M 45.8 8-6-4 8-0-8 85-4 2.6.8 5x8 = 6.00 12 2x4 II 3x4 = 3 16 17 4 5 5x8 = 6 Scale = 1:54.5 15 14 18 13 12 19 11 10 20 9 21 8 3x4 = 5x8 = 4-0-8 13-0-12 21-5-4 29-11-8 32-6-0 45 8 MA 8-4-8 8-6-4 2 6-8 Plate Offsets (X,Y)— [2:0-6-010-2-81,16:0-6-0,0-2-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.14 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.25 12-14 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(CT) 0.04 8 . n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-SH Weight: 201 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. (size) 15=Mechanical, 8=Mechanical Max Horz 15=-77(LC 10) Max Uplift 15=-561(LC 12), 8=-574(LC 12) Max Grav 15=1220(LC 17), 8=1213(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1006/685, 2-3=-1686/1212, 3-5=1686/1212, 5-6=1579/1117, 6-7=-582/387, 1-15=-1203/833, 7-8=-1250/809 BOT CHORD 12-14=-597/895, 11-12=-102211585, 9-11=-325/509 WEBS 2-14=-503/475, 2-12=-626/1056, 3-12=-483/525, 5-11=-557/556, 6-11=-840/1305, 6-9=-803/688,1-14=-654/1059, 7-9=-690/1090 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied or 5-9-10 oc bracing. 1 Row at midpt 2-12, 6-11 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 13-0-12, Interior(1) 13-0-12 to 29-11-8, Exterior(2) 29-11-8 to 32-4-4 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) 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 561 lb uplift at joint 15 and 574 lb uplift at joint 8. `IIIIIIIIIf/�I % 000 S CFF�i� ,4#��i 0 34869 i 441 11111111111 Jullus.Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 5,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119i2020 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 r building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for 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 ANSIMPli Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safetyinformardon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job ss Truss Type Qty Ply rAlu8 T20935922 2418667-GHO-0O Hip 1 1 Job Reference (optional) mz9V s Mar y Zulu MI I eK mausines, Inc. vvea Aug o 11:Ur:U1 zuzu rage 1 ' ID:ajWjtFFleUEpwgykERXAM7ylE4v-pr7lmdobXKbgVaHQ2vmNQm7d9zN3uJcP8RZLgZyqw5O 2.6-8 844 14-2-0 16-0-3 24-2-13 31-11-8 3 2S8 5-9-12 5-9-12 2-4-3 7-8-11 7-8-11 0 6.00 12 5x8 = 3x6 = 2x4 11 3x4 = .3x6 = 2 3 17 4 18 5 19 6 2x4 3x6 = 3x8 MT20HS = 7 20 21 8 7x10 = 16 15 14 11 10 9 6x8 = 5x8 = 2x4 II 3x4 II 5x8 = 3x6 II 14-2-0 16-6-3 Scale = 1:58.9 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/rP12014 CSI. TC 0.82 BC 0.76 WB 0.85 Matrix-SH DEFL. in (loc) Vdeft L/d Vert(LL) 0.29 12-13 >999 240 Vert(CT) -0.39 12-13 >988 180 Horz(CT) 0.12 9 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 216 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-15 oc purlins, BOT CHORD 2x4 SP No.2 *Except* except end verticals. 4-14,5-11: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 *Except* 8-5-7 oc bracing: 15-16 B-9: 2x6 SP No.2 4-3-3 oc bracing: 12-13. WEBS 1 Row at midpt 10-12, 7-12, 8-10 REACTIONS. (size) 9=Mechanical, 16=Mechanical Max Harz 16=65(LC 12) Max Uplift 9=-574(LC 12), 16=557(LC 12) Max Grav 9=1189(LC 1), 16=1189(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1592/1078, 3-4=-2741/1777, 4-5=2753/1779, 5-7=2954/1896, 7-8=1603/989, 8-9=-1114/796 BOT CHORD 15-16=-472/554, 12-13=-1896/2970 WEBS 2-15=-783/1339, 3-15=-1041/825, 13-15=-105611546, 3-13=-824/1341, 5-13=-342/213, 10-12=-966/1514,7-12=-992/1469,7-10=-1045/849,8-10=-1113/1811,2-16=1183/839 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. �UV$ �I II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-1-12 to 11-0-5, Interior(1) 11-0-5 to 32-3-4 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 ♦�� ••'� Ci E N 5+'• �i� 2) Provide adequate drainage to prevent water ponding. ♦ •' V F•••. 3) All plates are MT20 plates unless otherwise indicated. 34869 •: 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This has * :• truss been designed for a 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. 'fl 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 574 lb uplift at joint 9 and 557 lb uplift at joint 16. Julius Lee PE No.34869 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 5,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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 Sae building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mirek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSMIf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T20935923 2418667-GHO-0O A19 FLAT GIRDER 1 2 Job Reference (optional) Duuuers rust source, r riant uny, rL - ataoo, MZ4U s Mar U zuzu MI I eK Inaustrles, Inc. vvea Aug b 1 T:U/:Ub "LULU Page 1 ' ID:ajWjjtFfleUEpwgykERXAM7ylE4v-icFGc_r6aZ5F_BbBHIgJacHQOansg7l_33XZzKygw5K i 6-7-1 _ 13-0-6 19-5-10 25-10-15 32.6-0 6-7-1 6-5-5 6 5 5 6-5-5 6-7-1 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 4x6 = NAILED 3x4 = 4x6 = NAILED 3x4 = NAILED NAILED 2x4 II 4x6 = 1 1516 17 18 2 19 3 20 4 21 22 23 2425 526 27 6 28 Scale = 1:55.3 NAILED NAILED 3x4 = NAILED NAILED 4x6 7 29 30 31 32 8 14 33 34 35 13 36 37 38 12 39 40 41 11 42 43 44 10 45 46 47 9 3x8 II NAILED NAILED 46 = NAILED 7x10 = NAILED NAILED 3x8 = NAILED NAILED 7x10 = NAILED NAILED 3x8 II NAILED NAILED NAILED NAILED NAILED NAILED NAILED 6-7-1 13-0-6 19-5-10 25-10-15 32-6-0 6-5-5 6-5-5 6-5-5 6-7-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.24 11-12 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.31 11-12 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.86 Horz(CT) 0.05 9 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 14=Mechanical, 9=Mechanical Max Uplift 14=-1383(LC 8), 9=-1423(LC 8) Max Grav 14=2668(LC 25), 9=2747(LC 25) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-2528/1420, 1-2=-4098/2124, 2-4=-6060/3140, 4-5=6087/3152, 5-7=6087/3152, 7-8=-4209/2180, 8-9=-2601/1461 BOT CHORD 12-13=-2124/4098, 11-12=-3140/6060, 10-11=-2180/4209 WEBS 1-13=-2395/4622, 2-13=-1898/1332, 2-12=-116212243, 4-12=-758/699, 5-11=733/682, 7-11=-1111/2147, 7-10=-1926/1374, 8-10=-2458/4747 PLATES GRIP MT20 244/190 Weight: 462 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 cc purlins, except end verticals. Rigid ceiling directly applied or 9-1-5 cc bracing. NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 cc, 2x6 - 2 rows staggered at 0-9-0 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc. Webs connected as follows: 2x4 - 1 row at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1383 lb uplift at joint 14 and 1423 lb uplift at joint 9. 9) "NAILED" indicates 3-1Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pli) Vert: 1-8=-54, 9-14=20 ,,, ��%��J,.IUS' � �. ••�CENg F �.. 34869 � r oil, 1111"I Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 5,2020 ontinued on page 2 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. Design valid for use only wfth 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?PIf Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty T209359232418667-GHO 40 A19 FLAT GIRDER 1 �7Job eference o tional uuuucra nisr auw ur;, r rmrn �ny, rL - az000, 0.241.) s Mar a 2U2U MI I eK Industries, Inc. Wed Aug 5 11:07:05 2020 Page 2 ID:aj WjtFfleUEpwgykERXAM?yIE4v-icFGc_r6aZ5F_BbBHIgJacHQOansg7l_33XZzKygw5K LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 3=-116(F) 7=-116(F) 10=60(F) 15=-116(F) 17=-116(F) 18=116(F) 19=-116(F) 20=-116(F) 21=116(F) 23=116(F) 25=-116(F) 26=116(F) 27=116(F) 28=-116(F) 29=116(F) 30=116(F) 32=-116(F) 33=-60(F) 34=60(F) 35=-60(F) 36=-60(F) 37=-60(F) 38=-60(F) 39=60(F) 40=-60(F) 41=-60(F) 42=-60(F) 43=-60(F) 44=-60(F) 45=-60(F) 46=-60(F) 47=60(1`) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 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 ® my a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek° Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T20935924 2418667-GHOAO B01 Hip Girder 1 Job Reference (optional) Builders first source„ I'lant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 11:07:08 2020 Page 1 ID:ajWjjtFfleUEpwgykERXAM7ylE4v-6BwPE0u tUTgreKmzt00CFvpynlvlVJRIImDafygw5H -1-0-0 , 5-5-12 10-5-0 12-11-0 17-10-4 23-3-0 '1-0-0 5-5-12 ' 4-11-4 2-6-0 4-11-4 5-4-12 2.4 0 5x8 = 4x6 = Scale = 1:42.7 ZZ aal I6 Sx8 = 3x8 11 opeciai ,peciai 7x10 = 7x10 = speciai special 3x6 11 speciai ST1.5x8 STP = 5-5-12 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017lrP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 5-7: 2x4 SP No.1 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 7=0-7-0, 2=0-8-0 Max Horz 2=242(LC 24) Max Uplift 7=-3869(LC 8), 2=2894(LC 8) Max Grav 7=7969(LC 1). 2=5621(LC 1) Special Special Special 4x12 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TC 0.85 Vert(LL) 0.31 10-11 >886 240 MT20 244/190 BC 0.77 Vert(CT) -0.41 10-11 >666 180 WB 0.78 Horz(CT) 0.09 7 n/a n/a Matrix-SH Weight: 284 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-12 cc puffins. BOT CHORD Rigid ceiling directly applied or 8-11-3 cc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-11860/5946, 3-4=-9474/4783, 4-5=-8505/4330, 5-6=-9503/4750, 6-7=-13160/6424 BOT CHORD 2-11=-5181/10437, 10-11=-5181/10437, 9-10=4111218544, 8-9=-5609/11608, 7-8=-5609/11608 WEBS 3-11=-1003/2070, 3-10=-2283/1277, 4-10=-2109/4113, 4-9=-369/288, 5-9=1964/4026, 6-9=-3606/1802, 6-8=-1467/3288 NOTES- 1) 2-ply truss to be connected together with 1Od (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 cc. Webs connected as follows: 2x4 - 1 row at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3869 lb uplift at joint 7 and 2894 lb uplift at joint 2. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2423 lb down and 1324 lb up at 7-1-8. 1172 lb down and 587 lb up at 9-0-12, 1172 lb down and 596 lb up at 11-0-12, 1172 lb down and 581 lb up at 12-6-12, 1177 lb down and 574 lb up at 14-6-12, 1189 lb down and 568 lb up at 16-6-12, 1177 lb down and 574 lb up at 18-6-12, and 1177 lb down and 574 lb up at 20-6-12, and 1179 lb down and 566 lb up at 22-6-12 on bottom chord. The design/selection of such ;orRfltuiRCtlftrp Wo(s) is the responsibility of others IS ,��� Q E N 3 34869 O: Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not �® a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall �1• 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/rP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 August 5,2020 Job Truss Truss Type PlyT209359242418667-GHO-40 B01 Hip Girder E1Q'Y Job Reference (optional) [sunders First source, i Hlant tarty, hL-:SZobb, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 11:07:08 2020 Page 2 ID:aj WjtFfleUEpwgykERXAM7ylE4v-6BwPEOu_tUTgreKmzt00CFvpynlVl VJRI1 mDafygw5H LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-5=-54, 5-7=-54, 2-7=-20 Concentrated Loads (lb) Vert: 9=-1172(B)13=-2423(B)14=-1172(B)15=-1172(B)16=-1177(B)17=-1189(B)18=-1177(B)19=-1177(B)20=-1179(6) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ivi iTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P11 Quality Criteria, DSB-89.and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T20935925 2418667-GHO-40 B02 Hip 1 1 Job Reference (optional) Irsi bource, , Hiant tally, t-L - JZbb i, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 511:07:09 2020 Page 1 ' ID:ajWjtFfleUEpwgykERXAM7ylE4v-aNUnRMuceobhSovyWbvFISS4xB6fm6La_hvm65ygw5G -1-0-0 , 4-9-4 9-0-0 14-4-0 18-0-12 23-3-0 1-0-0 ' 4-9 4 4-2-12 5 4-0 4-2-12 4 811 3x6 = 46 = 3x8 = 5x8 = 125 axo — 3x4 = 23-3-0 Scale = 1:42.8 3x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.45 BC 0.71 WB 0.16 Matrix-SH DEFL. in Vert(LL) -0.16 Vert(CT) -0.33 Horz(CT) 0.04 (loc) Udefl Lid 2-10 >999 240 7-8 >820 180 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 113 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-15 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-9 cc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 7=0-7-0, 2=0-8-0 _ Max Horz 2=212(LC 11) Max Uplift 7=-395(LC 12), 2=-509(LC 12) Max Grav, 7=835(LC 1), 2=918(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1417/1135, 3-4=-1182/923, 4-5=1014/902, 5-6=-1185/915, 6-7=-1422/1111 BOT CHORD 2-10=-927/1287, 8-10=-549/1016, 7-8=875/1223 WEBS 3-10=-317/398, 4-10=-112/321, 5-8=-127/321, 6-8=-324/403 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=4511; L=60ft; eave=7ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-1-7 to 4-7-5, Interjor(1) 4-7-5 to 9-0-0, Exterior(2) 9-0-0 to ,{{{ 1111111/1�� 22-11-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 �L1 L) S plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. ,,�� ,� I� ♦♦� • '\ G E N S. '• �i� 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ♦ V F•••• 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide No 34869 will fit between the bottom chord and any other members. * 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 395 lb uplift at joint 7 and 509 lb uplift at •� joint 2. —_ 0 R, O Q: \�,♦♦ �5�I N Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Dater August 5,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 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 ANSU7PIi Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T20935926 2418667-GHOAO B03 Hip Girder 1 1 Job Reference (optional) Builders First Source, . Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 11:07:11 2020 Page 1 ID:aj WjtFfleUEpwgykERXAM?ylE4v-WmcXs2wsAPrPi62LeOxjgtXHC_oBEzktR?_tBygw5E ,-1-0-0 , 7-M 11-8-0 164-0 23-3-0 ' 1-0-0 ' 7-0-0 448-0 4 8-0 6-11-0 2x4 Special 4x6 —_ NAILED NAILED Special NAILED 3x4 = NAILED 4x6 = 3 11 12 13 4 14 1516 5 6x8 = NAILED NAILED NAILED 5x6 WB = 6x8 = 3x6 = Special NAILED Special Scale = 1:43.4 TP = 3x6 = 7-0.0 16-4-0 23-3-0 7-0-0 9-4-0 6-11-0 Plate Offsets (X,Y)— [7:0-3-8,0-3-0],[9:0-3-8,0-3-0) LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in floc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.29 7-9 >944 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.63 7-9 >434 180 BCLL 0.0 Rep Stress Incr NO WB 0.36 Horz(CT) 0.08 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 102 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.t 'Except' TOP CHORD Structural wood sheathing directly applied. 3-5: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-9-5 oc bracing. BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 6=0-7-0, 2=0-8-0 Max Horz 2=169(LC 7) Max Uplift 6=-894(LC 8). 2=-1007(LC 8) Max Grav 6=1689(LC 30). 2=1770(LC 29) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3193/1657, 3-4=-2823/1553, 4-5=-2828/1564, 5-6=3200/1669 BOT CHORD 2-9=-1361/2835, 7-9=-1720/3208, 6-7=1362/2734 WEBS 3-9=-297/979, 4-9=-550/503, 4-7=-551/506, 5-7=-306/984 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 ,,�� 3) Provide adequate drainage to prevent water ponding. ,� I� 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • `�� ••'�C, N S'• �i� F�••,� 5) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ♦ V will fit between the bottom chord and any other members. 34869 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 894 lb uplift at joint 6 and 1007 lb uplift at joint 2. 7) "NAILED" indicates 3-10d (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) 332 lb down and 348 lb up at fl 7-0-0, and 332 lb down and 348 lb up at 16-4-0 on top chord, and 318 lb down and 157 lb up at 7-0-0, and 318 lb down and 157 lb up at 16-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Q �, 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). ;� O f3 ���,�� LOAStandard (of)Live �����, A� S;� ""' 1) DeRoof (balanced): Lumber Increase=1.25, Plate Increase=1.25 SON Uniform Loads (plf) Vert: 1-3=54, 3-5=54, 5-6=54, 2-6=20 Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 5,2020 continued on page 2 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 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 ANSIITPH Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply T20935926 2418667-GHO-0O 603 Hip Girder 1 1 Job Reference (optional) rsuucers t-irst bource, . rtant Lorry, t-L - s[bbli, 8,240 s Mar 9 2020 Mi fek Industries, Inc. Wed Aug 5 11:07:11 2020 Page 2 ID:aj WjtFfleUEpwgykERXAM?ylE4v-WmcXs2wsAPrPi62LeOxjgtXHC_oBEzktR?_tBygwSE LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 3=-141(F) 5=141(1`) 9=296(F) 7=-296(F) 12=-104(F) 13=104(F) 14=104(1`) 16=-104(F) 17=-57(F) 18=57(1`) 19=57(F) 20=-57(F) A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 propedy incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for 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 BCSI Building Component 6904 Parke East Blvd. Safetyinformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T20935927 2418667-GHO-40 C01 Half Hip Girder 1 Job Reference (optional) rianc miry, rL - OZ000, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 11:07:12 2020 Page 1 ' ID:ajWjtFfleUEpwgykERXAM?ylE4v-?yAw4OxVxj_GJGdxgSyN54V60ARzJ_OgfkQjQygw5D 1-0-0 6-7-0 11-5.0 16-1 4 21-3-0 1-0-0 6-7-0 4-10-0 4-8-4 5-1-12 ST1.5x8 STP = 5x8 = 6-7-0 46 = 3x4 = 13 3x8 = 6x8 = Scale = 1:39.9 6x8 = Special 7x10 = 4x10 MT20HS = 7x10 —_ Special Special Special ST1.5x8 STP = Special Special Special 4x10 MT20HS I I L 11-6-0 , 16-1-4 21-3-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.26 10-11 >956 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.5B Vert(CT) -0.34 10-11 >720 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.80 Horz(CT) 0.05 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 262 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 `Except' TOP CHORD Structural wood sheathing directly applied or 3-3-13 oc purlins, 3-6: 2x4 SP No.2 except end verticals. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 9-0-8 oc bracing. WEBS 2x4 SP No.1 'Except" 6-7: 2x8 SP 240OF 2.OE, 3-11,5-8,4-10: 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 7=0-7-0, 2=0-8-0 Max Horz 2=225(LC 21) Max Uplift 7=-3188(LC 8), 2=-2449(LC 8) Max Grav 7=6452(LC 1), 2=4724(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-9834/4932, 3-4=-8831/4529, 4-5=-10902/5485, 5-6=-7944/3945, 6-7=5311/2679 BOT CHORD 2-11=-4438/8642, 10-11=-5485/10902, 8-10=-3945/7944, 7-8=-1391283 WEBS 3-11=-2055/4217, 6-8=-4589/9238, 4-11=-2524/1223, 5-8=-2297/1283, 4-10=-701/1205, 5-10=-1876/3605 NOTES- 1) 2-ply truss to be connected together with 1Od (0.131"xY) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3188 lb uplift at joint 7 and 2449 lb uplift at joint 2. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2546 lb down and 1403 lb up at 7-6-0, 1169 lb down and 577 lb up at 9-5-4, 1172 lb down and 581 lb up at 11-5-4, 1172 lb down and 581 lb up at 13-5-4, 1172 lb down and 581 lb up at 15-5-4, and 1167 lb down and 578 lb up at 17-5-4, and 1176 lb down and 574 lb up at 19-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 'ontinued on page 2 S' E IV N 34869 Gr .. I�1j►I11111�� Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 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 ays required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabralwication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 AI Iry Icf F 7n7n Job Truss Truss Type Qty Ply T20935927 2418667-GH040 C01 Half Hip Girder 1 Job Reference (optional) nsi ouwce, i riarn %,ny, r-L - aZaoo, 8.240 s Mar 9 2020 MTek Industries, Inc. Wed Aug 5 11:07:12 2020 Page 2 ' ID:ajWjjtFfleUEpwgykERXAM?ylE4v-7yAw4OxVxj_GJGdxgSyN54V6OARzJ_OgfkQjQygw5D LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=54, 3-6=54, 2-7=20 Concentrated Loads (lb) Vert: 10=-1172(F) 14=-2546(F) 15=-1169(F) 16=-1172(F) 17=-1172(F) 18=-1167(F) 19=-1176(F) A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1M020 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 my 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 fabdcagon, storage, delivery, erection and bracing of trusses and truss systems, see ANSIMP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T20935928 2418667-GHO-40 CO2 Half Hip Girder 1 1 Job Reference (optional) Builders First Source, A Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 511:07:14 2020 Page 1 ID:ajWjjtFfleUEpwgykERXAM?ylE4v-xLHgV3ylTKE_ZZnwJ8UQS W9u2CpNRDPJ8zDXnJygw5B -1-0-0 , 5-0-0 10-4-15 15-8-1 21-3-0 1-0-0 5-0-0 54-15 5-3-3 5-6-15 2x4 1 Special 4x6 = NAILED NAILED NAILED NAILED 5x6 = NAILED 3x4 = NAILED NAILED 3x8 = Ann P 3 13 14 15 4 16 17 18 19 5 20 21 6 ST1.5x8 STP = 3x4 = NAILED 3x4 i Special NAILED 3x4 = NAILED Scale = 1:39.7 NAILED3x6 = 4x6 = NAILED NAILED ST1.5x8 STP = NAILED 30 11 5-0-0 10-4-15 15-8-1 21-3-0 5-0-0 54-15 5-3-3 5 Plate Offsets (X,Y)—[2:0-2-10,0-1-81,[4:0-3-0,0-3-01 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 'Except` 6-7: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 7=0-7-0, 2=0-8-0 Max Horz 2=180(LC 21) Max Uplift 7=-669(LC 8), 2=737(LC 8) Max Grav 7=1205(LC 25). 2=1297(LC 25) CSI. DEFL. in (loc) I/dell L/d TC 0.62 Vert(LL) 0.18 10 >999 240 BC 0.74 Vert(CT) -0.22 8-10 >999 180 WB 0.81 Horz(CT) 0.65 7 n/a n/a Matrix-SH PLATES GRIP MT20 244/190 Weight: 107 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-4-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-10-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2219/1136, 3-4=-1961/1061, 4-5=-2665/1477, 5-6=-2059/1145, 6-7=-1129/697 BOT CHORD 2-11=-105411928, 10-11 =-1 491/2672, 8-1 0=-1 145/2059 WEBS 3-11=-131/627, 6-8=-1227/2207, 4-11=-839/499, 5-8=-775/628, 5-10=-375/673 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 669 lb uplift at joint 7 and 737 lb uplift at joint 2. 6) 'NAILED" indicates 3-1Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 326 lb down and 331 lb up at 5-0-0 on top chord, and 113 lb down at 5-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (6). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-6=-54, 2-7=-20 Concentrated Loads (lb) Vert: 3=-134(B) 11=-69(B) 14=-58(B) 15=-58(B) 16=-58(B) 17=-58(B) 19=-58(B) 20=-58(B) 21=-58(B) 22=-26(B) 23=-26(B) 24=-26(B) 25=-26(B) 26=-26(B) 27=-26(B) 28=-26(B) ,,'0,•1U S, ��GENS�.• i�� ,,�. � 34869 r 41, t P •.. ,,ONA� ��`% Julius Lee PE No.34869 MiTek.USA,Inc, FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Dater August 5,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �a building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing I V�iTe k• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2418667-GHO-40 CJ1 Corner Jack 14 1 T20935929 n„ilrlcre Cir�1 Cn,,...., Job Reference (optional) 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 511:07:15 2020 Page 1 ID:aj WjlFfleUEpwgykERXAM?ylE4v-PX2iPzNEeMgAjM6trOfjiALcK4AsHTMdy5Klygw5A -1-0-0 1 0 0 1-0-0 1-0-0 Scale = 1:7.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 7 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-1-8, 4=Mechanical Max Horz 2=71(LC 12) Max Uplift 3=-9(LC 1), 2=-153(LC 12) Max Grav 3=30(LC 12), 2=137(LC 17), 4=20(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate atjoint(s) 2. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 9 lb uplift at joint 3 and 153 lb uplift at joint 2. ,,111111111///��I �\ LUu S N 34869 f ; •141 10 ,,,O N A' �%"* Julius Lee PE No.34869 MiTek.USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 5,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPli Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Oty Ply Tniss T20935930 2418667-GHO-40 Corner Jack 8 1 Job Reference (optional) Irst Source, r Plant City, FL - 32566, 1-0-0 2x4 = 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 511:07:17 2020 Page 1 ID:ajWjjtFfleUEpwgykERXAM?ylE4v-Lwzp75?dlFcYQ1 WU_G2748nVeP?WemmlgxRBOeygw58 3-0-0 3-0-0 3-0-0 Scale = 1:12.7 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.00 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 13 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=124(LC 12) Max Uplift 3=-48(LC .12), 2=-164(LC 12) Max Grav 3=67(LC 17), 2=202(LC 17), 4=52(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 48 lb uplift at joint 3 and 164 lb uplift at joint 2. �/11111111 J.. �VLIUS `FFi No 34869 :tom O Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 5,2020 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall p�* building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSUTPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type oty Ply T20935931 2418667-GHO-40 CJ4 Corner Jack 1 1 Job Reference (optional) Builders First Source,k Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 511:07:18 2020 Page 1 ID:ajWjtFfleUEpwgykERXAM?ylE4v-p6XBKR?FWZkP2B5hY ZMcMKeypJHNDOv2bBlw4ygw57 3-1-0 3-1-0 Scale = 1:17.2 2x, 4 3x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.01 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Vert(CT) -0.01 3-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.03 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-R Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-0 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. (size) 4=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 4=77(LC 12) Max Uplift 4=-3(LC 12), 2=-90(LC 12), 3=-9(LC 12) Max Grav 4=106(LC 1), 2=95(LC 17), 3=55(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical at joint connection (by others) of truss to bearing plate capable of withstanding 3 lb uplift at joint 4, 90 lb uplift at joint 2 and``US 1 L�I,,', No 34869 i •(V Julius Lee PE No.34869 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 5,2020 �— WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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/rP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job ss Truss Type QtyPlyT20932418667-GHO-40 T Corner Jack 5 1 [Job Reference (optional) rsuuoers First source, -% viant uty, FL-:1zbbti, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 11:07:19 2020 Page 1 ID:aj WjtFfleUEpwgykERXAM7ylE4v-115ZYnOuHssGfLgt6h4b9ZtmIDd56fG2HFwITWygw56 -1-0-0 5-0-0 5-M 1 2x 2x4 = 5-0-0 Scale = 1:19.3 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 19 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Harz 2=177(LC 12) Max Uplift 3=-121(LC 12), 2=-171(LC 12) Max Grav 3=144(LC 17), 2=270(LC 17), 4=92(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 121 lb uplift at joint 3 and 171 lb uplift at joint 2. ,������V1.1US' F I No 34869 � <C/ �i, •'SAC O R 1 O P\�,�. it Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 5,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 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 MiTek' building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing IY1� 1T�i'ks 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 ANSITPII Duality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job s Truss Type Qty Ply T T20935933 2418667-GHO-40 Half Hip Girder 1 Job Reference (optional) s nSsi Source, - Fiani GIry, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 11:07:21 2020 Page 1 ID: ajWjtFfleUEpwgykERXAM?ylE4v-EhDJzT28pU6_vepGD663EyAFOHYaMBLIYPPXPygw54 1-0-0 4-6-12 8-7-0 14-3-0 1-0-0 4-6-12 4-0-4 5-8-0 2x4 5x8 = 3x4 II 3x8 i 2x4 11 ­7x10 = ""' ST1.5x8 STP = 8-7-0 7x10 = Special Scale = 1:33.9 Plate Offsets (X,Y)— [2:0-2-10.0-1-8] 14:0-6-0 0-2-8] [6:0-5-0 0-4-4] [7:0-3-8 0-4-12] LOADING (psf) SPACING- 2-0-0 CS1. DEFL, in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.09 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.11 7-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.87 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 191 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-1 oc purlins, BOT CHORD 2x6 SP M 26 except end verticals. WEBS 2x4 SP No.3 `Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 5-6: 2x8 SP 240OF 2.0E OTHERS 2x4 SP No.3 REACTIONS. (size) 6=0-7-0, 2=0-8-0 Max Horz 2=278(LC 21) Max Uplift 6=-2451(LC 8), 2=-1320(LC 8) Max Grav 6=4742(LC 1), 2=2471(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4875/2447, 3-4=-4144/2123 BOT CHORD 2-8=-2320/4256, 7-8=-2320/4256, 6-7=-2022/3816 WEBS 3-8=-229/550, 3-7=768/426, 4-7=-2271/4464, 4-6=-4619/2453 NOTES- 1) 2-ply truss to be connected togetherwith 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other jive loads. 6) ' 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2451 lb uplift at joint 6 and 1320 lb uplift at joint 2. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2613 lb down and 1443 lb up at 7-6-0, 1169 lb down and 594 lb up at 9-5-4, and 1172 lb down and 594 lb up at 11-5-4, and 1174 lb down and 592 lb up at 13-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=54, 4-5=-54, 2-6=-20 ``,%IiII111//'r.'1, so-AUS ,.- �\GENS�., �''. No 34869 �S ONA; �% Julius lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: Auaust 5.2020 'ontinued on page 2 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individualbuilding 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 my building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T20935933 2418667-GH040 D01 Half Hip Girder 1 Job Reference (optional) .rsn ouurce, - Mann UIry, rL - 02000, t5.24U s Mar V 2UZU MI I eK Industries, Inc. Weo Aug 5 11:07:21 202U Page 2 . ID:aj WjtFfleUEpwgykERXAM?ylE4v-EhDJzT28pU6_vepGD663E,yAFOHYaMBLIYPPXPygw54 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 10=-2613(B) 1 1=-1 169(B) 12=-1 172(B) 13=1 174(B) A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 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 a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall .•Y�• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2870 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type aty Ply rHIf T20935934 2418667-GHOAO D02 p Girder 1 -_-_ Job Reference (optional) �u�_ �r o�u ce, . nanr any, rL - ataoo, 8,240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 511:07:23 2020 Page 1 ID:ajWjjtFfleUEpwgykERXAM7ylE4v-A4K4N83OL5Mi8yzeLX9XJP1VTgzd2F8eCsuWcHygw52 1-0-0 4-6-12 8-7-0 14-3-0 1-0-0 4-6-12 4-0 4 5-8-0 2x4 5x8 = 3x4 11 3x8 i 2x4 11 7x10 = ST1.5x8 STP = Special 7x10 = Scale = 1:33.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.10 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.12 7-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.90 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 191 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-4 oc purlins, BOT CHORD 2x6 SP M 26 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 5-6: 2x6 SP 240OF 2.0E OTHERS 2x4 SP No.3 REACTIONS. ' (size) 6=0-7-0, 2=0-8-0 Max Horz 2=278(LC 8) Max Uplift 6=-2295(LC 8). 2=1391(LC 8) Max Grav 6=4486(LC 1), 2=2640(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5271/2620, 3-4=-4308/2175 BOT CHORD 2-8=-2472/4604, 7-8=-2472/4604, 6-7=-2071/3978 WEBS 3-8=-345/778, 3-7=1005/545, 4-7=-2325/4653, 4-6=-4799/2504 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2295 lb uplift at joint 6 and 1391 lb uplift at joint 2. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2525 lb down and 1379 lb up at 7-1-8, 1172 lb down and 587 lb up at 9-0-12, and 1172 lb down and 579 lb up at 11-0-12, and 1172 lb down and 594 lb up at 12-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-5=-54, 2-6=-20 ,,`I�II11111//��,'I �vL1US• OFF 4, • CENg .0 34869 Julius Lee PE No.34869 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: Auaust 5.2020 ;ontinued on page 2 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not �® a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall p?Val• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Ivl iTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T20935934 2418667-GHOAO D02 Half Hip Girder 1 Job Reference (optional) u sr ouuiue- Fianr Giry, FL - azaoo, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 11:07:23 2020 Page 2 I D:ajWjtFfleUEpwgykERXAM?ylE4v-A4K4N83OL5MiByzeLX9XJ P1 VTgzd2FBeCsuWcHygw52 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 10=-2525(F) 11=1172(F) 12=-1172(F) 13=1172(F) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511=020 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�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 ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type City Ply T20935935 2418667-GHO-40 D03 Half Hip Girder 1 1 Job Reference (optional) Builders First Source, • I'lant uty, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 511:07:26 2020 Page 1 ID:aj WjtFfleUEpwgykERXAM?ylE4v-afOCOA6HeOkH?PiDOfiEx2fsbl v5FkO4ug7ACcygw5? 1-0-0 7-0-0 14-3-0 1-0-0 7-0-0 7-3-0 2x4 8x10 II Special NAILED 3 8 NAILED NAILED 4x6 11 9 10 4 3x4 = Special ST1.5x8 STP = 6x8 = Scale = 1:28.9 7-0-0 14-3-0 700 73-0 Plate Offsets (X,Y)-- [2:0-1-0,Edge], [3:0-2-8 0-6-0] [4:Ed e,0-3-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.12 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.26 5-6 >648 180 BCLL 0.0 Rep Stress Incr NO WB 0.45 Horz(CT) 0.02 5 n/a file BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 68 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 "Except* TOP CHORD Structural wood sheathing directly applied or 4-0-7 cc purlins, 3-4: 2x4 SP M 31 except end verticals. BOT CHORD _2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 7-1-3 cc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-5 OTHERS 2x4 SP No.3 REACTIONS. (size) 5=0-7-0, 2=0-8-0 Max Horz 2=233(LC 8) Max Uplift 5=-634(LC 8), 2=-552(LC 8) Max Grav 5=1166(LC 25), 2=985(LC 25) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1512/722, 4-5=-393/368 BOT CHORD 2-6=-723/1311, 5-6=-724/1335 WEBS 3-6=-26/729, 3-5=-1394/755 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to ,111111111►11,, prevent water ponding. 3) This truss has been designed for a 10.0 bottom chord live load live loads. o.0 V00S t 5 psf nonconcurrent with any other . 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 fit between the bottom ,♦� ,•'� p E N& ••. �40 0. V F •• will chord and any other members. ♦ 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 634 lb uplift at joint 5 and 552 lb uplift at 34869 joint 2. 6) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. = * •: 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 332 lb down and 348 lb up at 7-0-0 on top chord, and 318 lb down and 157 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is : 0 the responsibility of others. 44/ Z. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). . Off, <(/ Z LOAD CASE(S) StandardG���♦♦ -1�,I,,,�ON 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Unifol Vert: 1-3=54, 3-4=-54, 2-5=-20 Concentrated Loads (lb) Julius Lee PE No.34869 Vert: 6=-296(B) 3=-141(B) 8=-104(B) 9=-104(B) 10=-104(B) 11=-57(B) 12=-57(B) 13=-57(B) MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 5,2020 A WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 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 eR a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall p `• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/I"PI1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T20935936 2418667-GHO-40 D04 Half Hip Girder 1 1 Job Reference (optional) Buuaers First Source, - Flan city, FL - 3zb6S, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 511:07:28 2020 Page 1 ID:aj WjtFfleU EpwgykERXAM7yl E4v-X18zRs7XAd7_Ejsc84liOTkC3rbXjdCNMBcHGVygw4z -1-0-0 7-0-0 14-3-0 1-0-0 7-0-0 7-3-0 2x4 NAILED 8 NAILED NAILED 46 II 9 10 4 3x4 = Special ST1.5x8 STP = 6x8 = Scale=1:28.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.12 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.26 5-6 >646 180 BCLL 0.0 Rep Stress Incr NO WB 0.47 Horz(CT) 0.03 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 68 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except` TOP CHORD 3-4: 2x4 SP M 31 BOT CHORD 2x4 SP No.1 BOT CHORD WEBS 2x4 SP No.3 WEBS OTHERS 2x4 SP No.3 REACTIONS. (size) 5=0-7-0, 2=0-8-0 Max Horz 2=233(LC 8) Max Uplift 5=-664(LC 8), 2=-579(LC 8) Max Grav 5=1179(LC 25), 2=994(LC 25) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1533/780, 4-5=-393/368 BOT CHORD 2-6=-774/1329, 5-6=-785/1361 WEBS 3-6=-259/796, 3-5=1422/822 Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 6-9-14 oc bracing. 1 Row at midpt 3-5 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 664 lb uplift at joint 5 and 579 lb uplift at joint 2. 6) "NAILED" indicates 3-10d (0.148"xY) or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 521 Ito down and 376 lb up at 7-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 2-5=-20 Concentrated Loads (lb) Vert: 6=-521(F) 8=-104(F) 9=-104(F) 10=-104(F) 11=-57(F) 12=57(F) 13=57(F) .•`,�GEN,9 G� i _Aft No 3486.9 Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 5,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek' �e building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IYI iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPF1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T20935937 2418667-GHO-40 EJ2 Jack -Open 2 1 Job Reference (optional) s u sr oowca,- rant City, rL - JZ0oo, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 11:07:29 2020 Page 1 ID:aj WjtFfleUEpwgykERXAM?ylE4v-?EhLeC89xx7rstQohoGxZgHZfF6tSBIWaoLgoxygw4y 1-0-0 2-M 2-0-0 Scale = 1:10.2 2x4 = 2-0-0 2-0-0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL , 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 10 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.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=98(LC 12) Max Uplift 3=-31(LC 0), 2=-139(LC 12) Max Grav 3=44(LC 17), 2=160(LC 17), 4=38(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 31 lb uplift at joint 3 and 139 lb uplift at joint 2. ,%11/ 1111// jl ��US No 34869 •����� ... SRO N AB ##fill Julius -Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 5,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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 Nat a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Oily Ply T20935938 2418667-GHO-40 EJ3 Jack -Open 3 1 Job Reference (optional) Builders Fjrst Source, . Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 511:07:30 2020 Page 1 ID:aj WjtFfleUEpwgykERXAM7ylE4v-TQFjrY9nhFFiU 17_FVnA5ugkrfRKBe_gpS5NLNygw4x 1 0 0 3-M 1-0-0 3-0-0 Scale = 1:12.7 3-0-0 2-11-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.00 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.01 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code F8C2017/TP12014 Matrix-P Weight: 13 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 2=0-3-0 Max Horz 2=124(LC 12) Max Uplift 3=-61(LC 12). 2=-144(LC 12) Max Grav 3=80(LC 17), 4=56(LC 3), 2=193(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide 2 mechanical connection (by others) of truss to bearing plate capable of withstanding 61 lb uplift at joint 3 and 144 lb uplift atjoi 34869 •�. �'IfSO N Al Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 5,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 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?P11 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job ssTruss Type Qty Ply Een` T209359392418667-GHO-40 J5 Jack -Open 8 1 Job Reference (optional) rrusi auurce, Piant City, rL - azaco, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 11:07:31 2020 Page 1 ID:aj WjlFfleUEpwgykERXAM7ylE4v-xcp53tAPSYNZ5BaBpC IPe5Mpk2kuw5Ep26gxtgyqw4w 1-0 0 5-0-0 1-0-0 5-0-0 I 2x 2x4 = 0 Lh N Scale = 1:17.6 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-P Weight: 19 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=177(LC 12) Max Uplift 3=-121(LC 12), 2=171(LC 12) Max Grav 3=144(LC 17), 2=270(LC 17), 4=92(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 121 lb uplift at joint 3 and 171 lb uplift at joint 2. ,,``�IIIIIIIIIII,I ,� 34869 Julius Lee PE No,34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 5,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020' BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall�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/rPl1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute. 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply 2418667-GHO-40 E.17 Jack -Open 29 1 T20935940 o Job Reference (optional) resat Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 11:07:32 2020 Page 1 ID:ajWjjlFfleUEpwgykERXAM?ylE4v-PoNUGDA2DsVQjK9N NwpeBJvuPSzxfYUzGmaU PGygw4v 1-0-0 7-0-0 1-0-0 7-M 2x, 3x6 = Scale = 1:25.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.14 2-4 >556 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.18 2-4 >429 .180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-SH Weight: 25 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 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=231(LC 12) Max Uplift 3=-163(LC 12), 2=187(LC 12) Max Grav 3=197(LC 17), 2=344(LC 17), 4=122(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-1-7 to 4-10-9, Interior(1) 4-10-9 to 6-11-4 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 163 lb uplift at joint 3 and 187 lb uplift at joint 2. `�t11111111!///� GE No 34869 0 OR X SjONA1-E���•� "1111111>t1��` Julius Lee PE No.34869 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 5,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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 Mal building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T20935941 2418667-GHO-40 EJ8 Jack -Open 16 1 • Job Reference (optional Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 511:07:36 2020 Page 1 ID:aj WjtFfleUEpwgykERXAM?ylE4v-lad_6bDYH5?sCyT8cmuaL94cu3L8bMTYBOYiY1 ygw4r -1-0-0 7-4-8 2x, 3x6 = Scale = 1:25.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/clef] L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.17 2-4 >500 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.22 2-4 >375 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix-SH Weight: 27 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 5-6-9 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=241(LC 12) Max Uplift 3=-173(LC 12), 2=190(LC 12) Max Grav 3=211(LC 17), 2=358(LC 17), 4=127(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-1-7 to 4-10-9, Interior(1) 4-10-9 to 7-3-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 173 lb uplift at joint 3 and 190 lb uplift at joint 2. 01'1US .� DENS �. 34869 sS/O N A nnl Julius Lee PE No.34869 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 5,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 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 -•G�IG� a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall - building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance. regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T20935942 2418667-GHO-40 EJ71 Jack -Open 11 1 LLoptional) Builders Fikst Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 11:07:33 2020 Page 1 ID:aj WjIFFleUEpwgykERXAM?ylE4v-t?xsUZBg_AdHLUkZwdKtj WS2ZsJkO?k6VQJ2xiygw4u -1-0-0 7-1-8 1-0-0 7-1-8 �7 2x4 3x6 = 7-1-8 7-1-8 Scale = 1:25.4 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.15 2-4 >524 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.20 2-4 >405 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014, Matrix-SH Weight: 26 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 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=234(LC 12) Max Uplift 3=-166(LC 12), 2=-188(LC 12) Max Grav 3=201(LC 17), 2=349(LC 17), 4=124(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-1-7 to 4-10-9, Interior(1) 4-10-9 to 7-0-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 166 lb uplift at joint 3 and 188 lb uplift at joint 2. F I No 34 0 7 ii •• O FtIV.-'*�% NA S'OL�..0 111111111111110 Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 5,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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 ip.���` building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job as Type Qty Ply ]=,:S-S� T20935943 2418667-GHOAO EJ73 itch Girder 1 1 Job Reference (optional) terry, r� - oc000, o.zgu s mar a zuzu mi I eK Industries, Inc. wed Aug 5 11:07:35 2020 Page 1 ID:aj WjtFfleUEpwgykERXAM7ylE4v-gN3cvFDwWnt?aouy22NLoxXS Ig1 psvEPzkp80bygw4s -1-0-0 7-0-0 1-0-0 7-0-0 2x0 3x6 = NAILED 7-0-0 Scale = 1:25.6 Plate Offsets (X,Y)-- [2:0-4-4,0-2-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.09 2-4 >914 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.12 2-4 >672 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-SH Weight: 36 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0 Max Horz 2=231(LC 8) Max Uplift 4=-356(LC 8). 2=-308(LC 8) Max Grav 4=571(LC 25), 2=535(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C .Encl., GCpi=0.18; MWFRS (directional); 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 356 lb uplift at joint 4 and 308 lb uplift at joint 2. 6) 'NAILED" indicates 3-10d (0.148"x3") or 3-12d (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=54, 2-4=-20 Concentrated Loads (lb) Vert:6=-88(B) 7=-60(B) 8=-17(B) 9=-65(B) 10=-102(B) 11=-183(B) G E N 34869 Julius Lee PE No.34869 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 5,2020 WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 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 iviiTek' 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 SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Ply T20935944 2418667-GHOAO FG1 ]dty FLAT GIRDER 1 2 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 511:07:37 2020 Page 1 ID:aj WjtFfleUEpwgykERXAM?ylE4v-mmAMJxEA207jp62K9TPptMcxjTruKoviQ21F4Uygw4q p 6 0 1-7-0 3-2-0 4 6 0 5-10-0 7 4 15 9-2-0 Fro 1-7-0 1-7-0 1:6 1-4-0 1-7-0 1-9-1 3x4 = 1 18 2 3 19 3x8 = 3x4 = 4 20 5 21 6 22 7 ST1.5x8 STP = 9 8 Special 3x8 = 3-2-0 1 4-6-0 . 5-10-0 7-0-0 Scale = 1:31.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.00 11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(CT) -0.00 10 >999 180 BCLL 0.0 Rep Stress [nor NO WB 0.05 Horz(CT) -0.00 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 184 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 9-2-0 oc purlins, BOT CHORD 2x4 SP M 31 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 8-9. JOINTS 1 Brace at Jt(s): 16, 17 REACTIONS. All bearings 1-11-0 except Qt=length) 13=0-8-0. (lb) - Max Horz 13=240(LC 5) Max Uplift All uplift 100 lbor less at joint(s) except 8=208(1_C 7), 13=-849(LC 4), 9=541(1_C 5) Max Grav All reactions 250 lb or less atjoint(s) 8 except 13=995(LC 1), 9=717(LC 1), 9=717(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 1-13=-267/233, 2-13=-312/325, 13-16=-338/269, 4-16=328/264, 4-17=-290/234, 9-17=-307/246, 6-9=-260/231 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 208 lb uplift at joint 8, 849 lb uplift at joint 13 and 541 lb uplift at joint 9. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 198 lb down and 239 lb up at 0-8-0, 109 lb down and 160 lb up at 1-6-1, 162 lb down and 159 lb up at 3-5-12, 162 lb down and 159 lb up at 5-1-0, 162 lb down and 159 lb up at 6-8-4, and 117 lb down and 157 lb up at 8-7-15, and 200 lb down and 232 lb up at 9-5-15 on top chord, and 196 lb down and 169 lb up at 0-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=54, 8-15=20 ;ontinued on page 2 `,`►illllllll////t,, i 34869 • • ////tllllllt't Julius Lee PE No.34869 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 5,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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/rP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T20935944 2418667-GHO-40 FG1 FLAT GIRDER 1 Job Reference (optional) nunaers rust source, rianr L ny, rL - sZ000, 6.24U s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 11:07:38 2020 Page 2 I D:aj WjfFfleUEpwgykERXAM7ylE4v-EyklXH FopiFaRFdXjAw2Qa96TtA73F9rfi1 odwygw4p LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 7=-200 2=-109 18=173 19=132 20=-132 21=-132 22=-117 23=196(8) ®WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not ®® a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall i�Y■` building design. Bracing Indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing MiTek" is always 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/I7P11 quality Criteria, DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T20935945 2418667-GHO-40 FG2 Flat Girder 1 ]Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 11:07:40 2020 Page 1 ID:aj WjtFfleUEpwgykERXAM?ylE4v-ALsVyyH3LJVHgZmvrbyW V?ETxhsuX9h86OWvhoygw4n 1-4-0 2-8-0 1-4-0 1-4-0 Scale = 1:25.0 8 2 3x8 = 2x4 II �4rl A_, , 1-4-11 0-a-8 0-7-a LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) -0.00 5 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 5- >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.05 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-P Weight: 36 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. All bearings 1-0-0 except Qt=length) 4=Mechanical, 6=0-3-8. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 7, 4 except 5=181(LC 4) Max Grav All reactions 250 lb or less at joints) 7, 4, 5, 6 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Structural wood sheathing directly applied or 2-8-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 100 lb uplift at joint(s) 7, 4 except Qt=lb) 5=181. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 114 lb down and 158 lb up at 0-9-1 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 4-7=20 Concentrated Loads (lb) Vert: 8=-114 �vL1U SLF���i�i F I 34869 .0'U ti Julius Lee PE No.34869 MiTek.USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Dater August 5,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 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 i building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T20935946 2418667-GHO-40 FG3 Flat Girder 1 1 Job Reference (optional) Sirst Source, Plant City, FL - 32556, 8,240 s Mar 9 2020 MTek Industries, Inc. Wed Aug 5 11:07:41 2020 Page 1 I D:aj WjtFfleUEpwgykERXAM?ylE4v-eXQt91Hh6dd8ljL60JT12Cneb4CVGc21LgGTDFygw4m 1-4-0 2-8-0 � 1-4 6 2x4 I I 5NAILED 4 3x8 = 2.4 II Scale = 1:25.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT) -0.00 5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.04 Horz(CT) -0.00 4 n/a nla BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 37 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 6=Mechanical, 4=Mechanical Max Uplift 6=-149(LC 4), 4=83(LC 4) Max Grav 6=216(LC 1), 4=161(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Structural wood sheathing directly applied or 2-8-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpj=0.18; MWFRS (directional); 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 100 lb uplift at joint(s) 4 except (jt=lb) 6=149. 7) "NAILED" indicates 3-1Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS gujdlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 114 lb down and 158 lb up at 0-9-1 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=54, 4-6=-20 Concentrated Loads (lb) Vert: 5=-87(B) 7=-114 �1111171//II , "•v �• i.0 34869 inn Julius. Lee PE No.34869 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 5,2020 WARNING - VedN design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T20935947 2418667-GH0 40 FG4 Flat Supported Gable 2 1 Job Reference (optional) trst Source, Hlant Ulty, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 511:07:42 2020 Page 1 ID: aj WjtFfleUEpwgykERXAM?ylE4v-6k_FNelJbd?wtwlyO?_aQJpwUYJ?2xRaK?Omhygw4l 2-8-0 2-8-0 NAILED 1 3x4 = 2 3 Scale = 1:25.0 6 5 42X4 II 2x4 11 3x8 = 2-8-0 210 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB .0.07 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 36 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 6=2-8-0, 4=2-8-0, 5=2-8-0 Max Uplift 6=-8(LC 8), 4=-8(LC 8), 5=-83(LC 8) Max Grav 6=25(LC 1), 4=25(LC 1), 5=173(LC 33) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=2ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 2-0-0 oc. `//II/11111/11, 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide `♦� ,••�G E IN g •� �i� will fit between the bottom chord and any other members. ♦ •' V 4' 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4, 5. "NAILED" 34869 10) indicates 3-1 Old (0.148"x3") or 2-12d (0.148"x3.25) toe -nails per NDS guidlines. 11) In the LOAD CASE(S) = * �• :• * = section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard fr 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 �• Uniform Loads (plf) Vert: 1-3=-54, 4-6=-20 Concentrated Loads (lb) �441 0 O .0 T•' Qom.' �♦ 0. �i��` ; O R \ � •' G1♦ Vert: 2=-40(F) �O N AL � �`�% �1j111111111��, Jullus.Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 5,2020 WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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 verily 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 pennanentbracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T20935948 2418667-GH040 G01 Flat Girder 1 1 Job Reference (optional) uuuaers rlrst bource, rant city, t-L - 3Zabb, a.Z4U s Mar `J ZUZU MI I eK Inaustrles, Inc. vvea Aug a l 1:U/:44 ZUZU rage 1 ID:aj WjtFfleUEpwgykERXAM7ylE4v-365OoKKZOY0j9A4h4R1 SgrP_4107TI1 k1 dU7gaygw4j 5-9-2 11-2-8 16-7-14 22-5-0 5-9-2 5-5-6 5-5-6 5-9-2 Scale = 1:40.0 NAILED NAILED NAILED NAILED NAILED 4x6 = NAILED 2x4 II NAILED 3x6 = 3x8 = NAILED NAILED 2x4 II NAILED NAILED 46 = 1 13 14 15 2 16 3 17 4 18 19 5 20 21 22 6 NAILCU 5x12 = NAILCU NAILCU 2x4 II 4x0 — NAILCU 5x12 = 3x6 I NAILED ST1.5x8STP = NAILED NAILED NAILED NAILED 5-9-2 I 11-2-8 16-7-14 5-9-2 5-5-6 5-5-6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) I/deft Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.16 10 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.22 8-10 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.92 Harz(CT) 0.05 7 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 "Except* BOT CHORD 1-12,6-7: 2x6 SP No.2 WEBS REACTIONS. (size) 12=0-6-8, 7=0-6-8 Max Uplift 12=-927(LC 8), 7=-922(LC 8) Max Grav 12=1808(LC 25), 7=1794(LC 25) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-1671/975, 1-2=-2178/1119, 2-4=2178/1119, 4-5=2180/1120, 5-6=2180/1120, 6-7=-1662/968 BOT CHORD 10-11=-1454/2828, 8-10=-1454/2828 WEBS 6-8=-1297/2525, 1 -11 =-1 295/2522, 5-8=-659/622, 2-11=657/620, 4-8=-777/424, 4-11=-780/426, 4-10=0/428 NAILCU ST1.5x8 STP = NAILED 3x6 II PLATES GRIP MT20 244/190 Weight: 134 lb FT = 20% Structural wood sheathing directly applied or 3-2-9 cc purlins, except end verticals. Rigid ceiling directly applied or 4-10-2 cc bracing. 1 Row at midpt 6-8, 1-11 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 12=927,7=922. 6) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (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: 1-6=54, 7-12=20 Concentrated Loads (lb) Vert: 4=-107(B) 10=59(B) 13=-11O(B) 14=-107(B) 15=-107(B) 16=-107(B) 17=-107(B) 18=107(6) 19=-107(B) 20=-107(B) 21=-107(B) 22=107(B) 23=-60(B) 24=-59(B) 25=-59(B) 26=-59(B) 27=-59(B) 28=-59(B) 29=-59(B) 30=59(13) 31=59(13) 32=-59(B) No 34869 c r �• r • ♦ C? ,� �S,O N A; �%%��. Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 5,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 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 pal 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/rPlf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T20935949 2418667-GHO-40 HJ2 Diagonal Hip Girder 1 1 Job Reference (optional) Builders Orst Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 11:07:46 2020 Page 1 ID:ajWjtFfleUEpwgykERXAM?ylE4v-?VDmCOLgw9GRPUE3Bs3wIGURj5uQxty1 UxzEvSygw4h -1-5-0 2-9-3 1-5-0 2-9-3 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-10-15, 4=Mechanical Max Horz 2=94(LC 8) Max Uplift 3=-55(LC 14), 2=-237(LC 8) Max Grav 3=91(LC 24), 2=202(LC 1), 4=47(LC 3) Scale = 1:9.9 2-9-3 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TC 0.32 Vert(LL) -0.00 2-4 >999 240 MT20 244/190 BC 0.07 Vert(i:T) -0.00 2-4 >999 180 WB 0.00 Horz(CT) -0.00 3 n/a n/a Matrix-P Weight: 13 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-3 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) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=237. 6) "NAILED" indicates 3-1 Old (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=-54, 2-4=-20 Concentrated Loads (lb) Vert: 6=43(F=21, B=21) 111/1111l/II No 34869 S/ONA1-��``�� Julius Lee PE No.34869 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd, Tampa FL 33610 Date: August 5,2020 -- WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Bet valid for use only with MiTek® connectors. This design is based only upon parameters shown, andis 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 ANSI1nPI1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty T209359 50 2418667-GHO 40 HJ3 Diagonal Hip Girder 2 [ty1 Job Reference o tional ,rst ouurce, rant u,ry, rL - at000, d.Z4U 5 Mar U ZUZU MI I eK Industries, Inc. Wed Aug 5 11:07:47 2020 Page 1 ID:ajWjtFfleUEpwgykERXAM?ylE4v-ThnBQMMShTO10epFIZa9HT1 bjVCUgKCAjbjnRuygw4g 1 5 0 4-2-3 1-5-0 ' 4-2-3 Scale = 1:12.4 a v o 4-2-3 4-0-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.01 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.21 Vert(CT) -0.03 2-4 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 2=0-3-14 Max Horz 2=120(LC 8) Max Uplift 3=-85(LC 8), 2=-225(LC 8) Max Grav 3=74(LC 1), 4=79(LC 3), 2=225(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=225. 111/1111//II iIf LED" indicates ���U S 7) In he LOAD CASE(S)1s ct on4 oads)appli d to the face of hettru s are noted asf r nit (F) or back (B). 4*� �. . '�GENS•• .� F•••• LOAD CASE(S) Standard ,� V �� 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 NO 34869 Uniform Loads (plf) •: Vert: 1-3=54, 2-4=20 Concentrated Loads (lb) Vert: 6=44(F=22, B=22) .,• p S R.X. �-1'9 O N A� E���. Julius Lee PE No.34869 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 5,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII4473 rev. 5/19/2020 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 ANSYTP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T20935951 2418667-GHO-40 HJ5 Diagonal Hip Girder 1 1 Job Reference (optional) rust source, nant L ny, rL - JL000, 1-5-0 3Xq 6.241) s Mar 9 2U2U Mf l ek Industries, Inc. Wed Aug 5 11:07:48 2020 Page 1 ID:aj WjtFfleUEpwgykERXAM7ylE4v-xtLXdhN4SnW9eoNSJH50ghZiQvUCPnSJyFSKzLygw4f Scale = 1:17.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.09 2-4 >869 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.17 2-4 >471 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 'n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Weight: 26 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-10-15, 4=Mechanical Max Horz 2=174(LC 8) Max Uplift 3=-145(LC 8), 2=-273(LC 8) Max Grav 3=173(LC 28), 2=321(LC 1), 4=118(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. , 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=145, 2=273. 6) "NAILED" indicates 3-10d (0.148"xY) 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=-54, 2-4=-20 Concentrated Loads (lb) Vert: 6=44(F=22, B=22) `,,,IIIIIIIIIIII,,I �.� •�G E iV g �i� 34869 ,O N A' Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 5,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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 vedy the applicability of design parameters and properly incorporate this design into the overall riri�j�1YT�ek'° building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing I is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MOW fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TFI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T20935952 2418667-GHOAO HJ7 Diagonal Hip Girder 3 1 • Job Reference (optional) nr or ou I—, rldnr uny, rL - 04000, 6.240 s Mar 9 2U2U Mi I ek Industries, Inc. Wed Aug 5 11:07:50 2020 Page 1 ID:aj WjtFfleUEpwgykERXAM?ylE4v-tGTH2NOK_Omtt5XgQiBsv6f5cjCDtdycPZxR2Dygw4d 1-5-0 5-1-9 9-10-1 1-5-0 5-1-9 i 4-8-7 Scale = 1:23.1 NAILEU NAILED NAILED 5-1-9 5-1-9 9-10-1 4-8-7 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.04 2-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.05 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.32 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix-SH I Weight: 44 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-10-15, 6=Mechanical Max Horz 2=228(LC 8) Max Uplift 4=-122(LC 8), 2=337(LC 8), 6=-140(LC 8) Max Grav 4=133(LC 28), 2=434(LC 1), 6=299(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-706/252 BOT CHORD 2-7=373/608, 6-7=373/608 WEBS 3-6=-657/402 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-7-8 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=122, 2=337, 6=140. 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: 1-4=-54, 2-5=-20 Concentrated Loads (lb) Vert: 9=44(F=22, B=22) 11=-36(F=-1, B=-36) 14=-23(F=-5, B=l8) `,1111111111/I��I DENS No 34869 A. ��/1111111j1� Julius Lee PE No.34869 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 5,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only wdh MTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not ® my a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek° is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPli Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job ss Truss Type oty Ply �TK'Oui T20935953 2418667-GHOA0 Jack -Open 1 1 Job Reference o tional auaaers i-irst source, ream clry, rL - 3Z00b, 5,24U s Mar 9 ZUZU MI I eK Industries, Inc. Wed Aug 5 11:07:51 2020 Page 1 ID:ajWjjtFFleUEpwgykERXAM?ylE4v-MS1fGjPyliukVF61_Pf5SJBCr6Vnc7LmeDh agygw4c -1-0-0 6-0-0 ' 1-0-0 ' 6-0-0 2x, 3x4 = 4x6 = 4 c5 6 Scale: 12"=1' LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.20 2-6 >394 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.20 2-6 >405 180 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) -0.05 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 29 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=207(LC 12) Max Uplift 4=-4(LC 8), 2=-199(LC 12), 5=-154(LC 12) Max Grav 4=56(LC 3), 2=347(LC 17). 5=236(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-6=-189/399 'NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-1-7 to 4-10-9, Interior(1) 4-10-9 to 6-0-0, Exterior(2) 6-0-0 to 6-11-4 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 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 100 lb uplift at joint(s) 4 except (jt=lb) 2=199, 5=154. F I No 34869 All E�o�. Julius Lee PE No.34869 MiTek.USA, Inc, FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 5,2020 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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 vedy the applicability of design parameters and propedy Incorporate this design into the overall Iva�tl 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/7PI1 Quality Crjterfa, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jab Truss Truss Type Qty " T20935954 2418667-GHO-40 K02 Jack -Open 1 [ly 1 � Job Reference (optional)- list Source, 2x Plant city, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 511:07:52 2020 Page 1 ID:ajWjtFfleUEpwgykERXAM?yl E4v-gfal T3QaW?Oa7PhDY7AK_XkRtWoOLaDvttQY66ygw4b -1-0-0 4-0-0 7-0-0 1-0-0 4-0-0 3-0-0 2x4 = 46 = Scale = 1:18.2 r 4-0-0 4-0-0 7-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.25 2-6 >313 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.23 2-6 >339 180 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) -0.13 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 28 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=153(LC 12) Max Uplift 4=-79(LC 12), 2=-220(LC 12), 5=41(LC 12) Max Grav 4=114(LC 1), 2=344(LC 17), 5=127(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-6=-113/265 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `t%J1111111/1.� 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 `0% 00us CF will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. `�� .••� G E N S •• ��� 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 4, 5 except Qt=lb) ♦ V F•••• 2=220. NO 34869 A11 Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 5,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.° Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T20935955 FJobReference 2418667-GH0 40 K03 Jack -Open Girder 1 1 (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 11:07:54 2020 Page 1 ID:ajVV)tFfleUEpwgykERXAM?ylE4v-m1 ioulRr2dGlMjrcfYCp4yplfKXepVBCKBvfBygw4Z -1-0-0 2-M 7-0-0 1-6-0 2-0-0 5-0-0 2M Jil.bxd Jiv = 2x4 = NAILED 46 = AIAII — Scale: 3/4"=l' 2-0-0 2-0-0 7-0-0 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.14 5-6 >583 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.20 5-6 >400 180 BCLL 0.0 Rep Stress ]nor NO WE 0.05 Horz(CT) 0.09 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 26 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=99(LC 8) Max Uplift 4=-114(LC 5), 2=-253(LC 8), 5=-7(LC 5) Max Grav 4=142(LC 1), 2=327(LC 36), 5=117(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; 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 100 lb uplift at joint(s) 5 except (jt=lb) 4=114, 2=253. 8) 'NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 2-5=-20 Concentrated Loads (lb) Vert:3=33(F) `,�1111111/1j�` is ♦ 348'69 r • i �0 N AL E%�.� ��111111110 Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 5,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 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/rPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty T2093 5956 2418667-GHO-40 L01 ROOF SPECIAL 2 [ly1 � Job Reference (optional) ouuueia roar 0VUECU, nanr City, rr. - oc000, 8.240 s Mar 9 ZUZU MI I ek Industries, Inc. Wed Aug 5 11:07:59 ZUZU rage 1 I D:aj Wjt Ffl eU EpwgykERXAM?yl E4v-7?VhxSVzs9ubSUjZS50—n?XbTLB 0 UfYxUTd QsCygw4U 1--1-0 ---0 -7-0 490 7-40 710-13-0 , 11110 19-1&-0 0-1-0 oo -0 4x6 = Scale = 1:50.4 6.00 12 4 5x8 75�- 5x8 3x6 i 3 5 3x6 2x4 II 2 6 2x4 II 1 7 4 12 6 15 13 8 3x8 = 3x8 3x12 MT20HS = 3x8 3x8 = 3xl2 MT20HS ._ 95 o m ,} 5x8 = m v v cr 18 f17 11, 10 ST1.5x8 STP = ST1.5x8 STP = 3x4 = 5x6 II 5x6 II 3x4 = 0 1 to- 4-7-o 7-4-0 7 11- 9-2-0 1-3.0 -7- 2-9.0 2-9-0 -7- 1-3-0 Plate Offsets (X,Y)— [8:0-3-0,0-1-81, [9:0-3-12,0-2-121, [10:Edge,0-1-81, [15:0-3-12,0-2-121, [16:0-3-0 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.57 Vert(LL) 0.01 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.01 13-14 >999 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(CT) 0.43 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 86 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-6 oc purlins, BOT CHORD 2x4 SP No.2 *Except* except end verticals. 3-17,5-11: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 3-11-1 oc bracing. WEBS 2x4 SP No.3 *Except* 2-18,6-10: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 17=0-7-0, 11=0-7-0 Max Horz 17=-391 (LC 10) Max Uplift 17=-488(LC 12). 11=-447(LC 9) Max Grav 17=461(LC 18). 11=461(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-966/584, 3-4=676/438, 4-5=-683/445, 5-6=-584/262, 16-18=-413/338, 2-16=-520/429, 6-8=-278/93 BOT CHORD 15-17=-769/1356, 14-15=-873/1204, 3-14=-803/1161, 13-14=-2114/2775, 12-13=-973/1632, 9-11=-434/943, 9-12=-396/665, 5-12=371/678, 15-16=433/825, 8-9=435/756 WEBS 3-13=-1723/1426, 4-13=-474/766, 5-13=-587/367 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 17=488, 11=447. �111111111jI ,`tvL1US [FF,i���i i No 34869 ir�A'4:0 : ��: Fi ,�` 1111111110, Julius Lee PE No.34869 M[Tek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 5,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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 ANSIITP/i Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T20935957 2418667-GHOAO L02 HIP GIRDER 1 1 Job Reference (optional) �� �• ­ Y 0.44V s rvidr V ZUZU nu I eK rnuusmes, inc. vvea Aug a 1 ruts:ul zuzu rage 1 I D: aj WjtFfleU EpwgykERXAM?y I E4v-30 dRM BXE Om9J iotyZWgSsQcvDSwgya_Exn6Wx4ygw4S 2-11-0 i 6-3-0 7-4-0 9-2-0 10-3-0 1-1-3-40 1-1-0 1-10-0 1-1-0 Special 4x6 = 6.00 12 5x8 3x4 11 3 3x4 i 2 1 9 3x 4 Special NAILED 4x6 = 23 5 5x8 6 3x4 11 7 7 14 16 24 15 3x8 = NAILED 3x8 = 3x4 = 3x4 = 3x8 = Special Special 3x4 8 11 I 13x8 = MJ 9 2221 0 11 20 13 10 ST1.5x8 STP = ST1.5x8 STP = 46 = 3x6 II 3x6 II 46 = Special Special Scale = 1:45.0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TPI2014 CSI. TC 0.68 BC 0.47 WB 0.36 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Udell Ud 0.03 15 >999 240 -0.03 16 >999 180 -0.21 13 n/a n/a PLATES GRIP MT20 2441190 Weight: 96 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins, BOT CHORD 2x6 SP No.2 *Except* except end verticals. Except: 14-17,18-19,11-12: 2x4 SP No.2 7-1-0 cc bracing: 19-21 WEBS 2x4 SP No.3 10-0-0 cc bracing: 10-11 OTHERS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing, Except: 10-0-0 cc bracing: 21-22,9-10 4-3-12 cc bracing: 16-17. REACTIONS. (size) 20=0-7-0, 13=0-7-0 Max Horz 20=306(LC 7) Max Uplift 20=-535(LC 8), 13= 445(LC 5) Max Grav 20=690(LC 17), 13=548(LC 29) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-625/769, 34=639/647, 4-5=-575/598, 5-6=-634/647, 6-7=330/339, 19-21=-562/689, 2-19=-520/622 BOT CHORD 20-21=-275/271, 18-20=-697/517, 17-18=-998/761, 3-17=-1047/829, 16-17=-1647/1322, 15-16=-827/786, 14-15=-688/776, 12-13=-531/398, 12-14=-465/395, 6-14=-517/374, 18-19=-543/473,11-12=-361/375 WEBS 3-16=-943/1224, 4-16=-386/375, 5-15=251/266, 6-15=401/561, 18-21=-613/466 NOTES-, 1) Unbalanced roof live loads have been considered for this design. ♦♦� . '�G E N S+ •• 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. ♦ V F•••• II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber No 34869 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 3-6-0 tall by 2-0-0 all areas where a rectangle wide will fit between the bottom chord and any other members. ,[(j 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 20=535, 13=445.;C4 Q;•' "NAILED" O R , Q ��,♦♦ 7) indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25') toe -nails per NDS guidlines. Hangeror other lon 8) lcient to lb shall6--3-0 lb down nat1211 p atand and ����% 2-11-0, 233 Ib down an) d 191 Ib u(p at on top chord, and 147 Ibpdonand 96rated 1b plat O(1-12344 b don-0 44 �s�b N A� lb don at 6-2-4, and 62 lb don and 23 lb up at 9-0-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Julius Lee PE No.34869 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). MITek USA, Inc. FL Cott 6634 6904 Parke East Blvd. Tampa FL 33610 LOAD CASE(S) Standard Date: August 5.2020 ;ontinued on page 2 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 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 pi�Y�a building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1 VliTeke 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 ANS11TPIi Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T20935957 2418667-GH040 L02 HIP GIRDER 1 1 ' Job Reference (optional) usr Source, rianr ury, rL - az000, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 11:08:02 2020 Page 2 ID:ajWjjtFfleUEpwgykERXAM?ylE4v-XaBpZUYs94HAJyS87DMhOd84zYGvh1 DNARr4TXygw4R LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 2-4=54, 4-5=-54, 5-7=-54, 7-8=-54, 20-22=-20, 14-17=-20, 9-13=-20, 18-19=-20, 11-12=20 Concentrated Loads (lb) Vert: 4=-16(F) 5=-16(F) 16=-19(F) 15=-19(F) 21=-147(F) 10=0(F) 23=-7(F) 24=-B(F) WARNING - Vedy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 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�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 ANS11TPN Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T20935958 2418667-GH0 40 PB01 Piggyback 1 1 ` Job Reference (optional) Builders First Source, Plant City, FL - 32566, 6x8 i 6.00 12 3 2x4 = 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 511:08:03 2020 Page 1 ID:aj WjtFfleUEpwgykERXAM?ylE4v-?mlCngYUwN P 1 x51 KhxtwxrhMryiLQZpXP5bd?zygw4Q 6x8 2x4 = Scale = 1:14.0 Plate Offsets (X,Y)— [3:0-4-0,0-1-151,[4:0-4-0,0-1-151,[7:0-2-7,0-1-41,[8:0-2-7,0-1-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.00 5 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.00 5 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 20 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 SIP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x6 SIP No.2 REACTIONS. All bearings 5-3-4. (lb) - Max Horz 2=-36(LC 10) Max Uplift All uplift 100 Ib or less at joint(s) 2, 5, 8, 7 Max Grav All reactions 250 lb or less at joints) 2, 5, 8, 7 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 2, 5, 8, 7. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. GEN& N 34869 i Jt*ii 0 N AL E�,• ��1111 a 110% Julius Lee PE No.34869 MTek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: August 5,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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 r building design. Bracingindicated 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 ANS11TP1i Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T20935959 2418667-GHO-40 PB02 Piggyback 1 1 Job Reference (optional) ust Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 511:08:05 2020 Page 1 I D: aj Wj tFfle UEpwgykERXAM?yl E4v-x9tyC WakS?fkAP BjoLv00G mj2mN4uTggsP4k4sygw40 346-15 7-1-14 3-6-15 3-6-15 2x4 = 2x4 ll 46 = 2x4 = Scale = 1:13.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.00 5 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(CT) 0.00 5 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 21 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:3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 2=5-3-4, 4=5-3-4, 6=5-3-4 Max Horz 2=-70(LC 10) Max Uplift 2=-116(LC 12), 4=-116(LC 12). 6=-41(LC 12) Max Grav 2=134(LC 17), 4=144(LC 18). 6=187(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) 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 jive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except Qt=lb) 2=116, 4=116. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. tttt1111111//��', No 3486900 �S��NA� E��♦. Julius Lee PE No:34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 5,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T20935960 2418667-GHO-40 PB03 Piggyback 1 1 R Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8,240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 11:08:06 2020 Page 1 ID:aj WjtFfleUEpwgykERXAM?ylE4v-P LRKPrbMDlnboZlvM3QdZTJv39jEdw4z53pHclygw4N 2-10-7 4-3-7 7-1-14 ' 2-10-7 1-5-0 2-10-7 2X4 = 3x6 = 2x4 II n 4 2x4 11 3x6 = 2x4 = Scale = 1:14.0 M C O LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.00 7 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(CT) 0.00 7 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix-SH Weight: 20 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.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 2=5-3-4, 6=5-3-4, 8=5-3-4 Max Horz 2=56(LC 11) Max Uplift 2=-116(LC 12). 6=116(LC 12), 8=-42(LC 12) Max Grav 2=142(LC 17), 6=148(LC 18), 8=176(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except at=lb) 2=116, 6=116. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. %�\)UU S �.� •� G E 1V S ��i 34869 r r � r Q �hlrnnll�� Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 5,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* ITeKs is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qly Ply T20935961 2418667-GHOAO Vol Valley 1 1 s Job Reference (optional) 6 d irst Source, Plant Uty, I-L - 32b66, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 511:08:07 2020 Page 1 ID:ajWjtFfleUEpwgykERXAM?ylE4v-uX_icBb?_cvSQjK5wmxs5hsl NZ?QMMs6KjZrBkygw4M 4-10-8 9-9-0 ' 4-10-8 4-10-8 46 = 4 3x4 2x4 II 3x4 Scale = 1:18.4 .g d 0- -8 9-8-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) n/a rile 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 31 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 1=9-8-0, 3=9-8-0, 4=9-8-0 Max Horz 1=92(LC 11) Max Uplift 1=-79(LC 12), 3=79(LC 12), 4=-141(LC 12) Max Grav 1=144(LC 17), 3=158(LC 18), 4=348(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. WEBS 2-4=-212/279 Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3 except (jt=lb) 4=141. No 34869 It O N A'11,1111; OO Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 5,2020 ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 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 �1Y�• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T20935962 2418667-GHOAO V02 Valley 1 1 FJobReference R (optional) First source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 511:08:09 2020 Page 1 ID:ajWjtFfleUEpwgykERXAM7ylE4v-gw6TltdFWD9Af0001 B—KA6xPGNg9gHePnO2xDdygw4K 2-10-8 5.9-0 ' 2-10-8 2-10-8 v b d 3x6 = 2x4 i 2x4 Scale = 1:12.6 0 -8 5-8-8 Plate Offsets (X,Y)— [2:0-3-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-P Weight: 16 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=5-8-0, 3=5-8-0 Max Horz 1=-49(LC 10) Max Uplift 1=-79(LC 12), 3=79(LC 12) Max Grav 1=166(LC 1), 3=166(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing 100 lb 1, `III11111I1/111 plate capable of withstanding uplift at joint(s) 3. �.� •� O E NS 0 34869 N A' ;p 111111 Julius Lee PE No.34869 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 5,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 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 verily 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 ANS11TPN Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Blvd. Tampa, 6904 Parkrke East East Job Truss Truss Type Oty Ply T20935963 2418667-GHO-40r V03 Valley 2 1 % Job Reference (optional) Builders First Source, Plant City, FL - 32566. 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 11:08:10 2020 Page 1 ID:ajWjjtFfleUEpwgykERXAM?ylE4v-16grFDetHXH1 HA3gbvVZjJUcwn5bZkuZOgnVl3ygw4J d� LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 1=1-11-8, 2=1-11-8, 3=1-11-8 Max Horz 1=37(LC 12) Max Uplift 1=-15(LC 12), 2=40(LC 12) Max Grav 1=53(LC 17), 2=46(LC 17), 3=27(LC 3) 2-0-0 2-0-0 2x4 i Scale = 1:7.8 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TC 0.05 Vert(LL) n/a n/a 999 MT20 244/190 BC 0.03 Vert(CT) n/a n/a 999 WB 0.00 Horz(CT) -0.00 2 n/a n/a Matrix-P Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 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) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) 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 100 lb uplift atjoint(s) 1, 2. I pEIVS �� N 34869 �O ���►inn//to Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 5,2020 ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 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 ANSMI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Oty T20935964 2418667-GHO-40 VO4 Valley 1 �Plly 1 ]Job r4 Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 511:08:12 2020 Page 1 ID:ajWtFfleUEpwgykERXAM?ylE4v-EVobgvf7o8XIWUD3jJX1okZudakNleOsT Gcgyygw4H 3-8 8 4-0-0 3-8-8 0-3.8 v 0 0 2x4 G LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 TCDL 7.0 Lumber DOL 1.25 BC 0.20 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC20171TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 1=3-11-8, 3=3-11-8 Max Horz 1=87(LC 12) Max Uplift 1=-35(LC 12), 3=-79(LC 12) Max Grav 1=126(LC 17), 3=141(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale: 1"=1' 2x4 11 DEFL. in (loc) I/deft Lid PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(CT) n/a n/a 999 Horz(CT) 0.00 n/a n/a Weight: 13 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. `III1111111/II ,,,�����vl-IUS •DENS �� N 34869 � r r .0O •� ��Ilnu a 1111�� Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 5,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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 my a truss system. Before use, the building designer must verify the applicability of design parameters and propedy Incorporate this design Into the overall design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. ,Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T20935965 2418667-GHO-40 V05 Valley 1 1 ' , .' Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 11:08:15 2020 Page 1 ID:aj WjtFfleUEpwgykERXAM?ylE4v-f4TklwiO53vKNxyeOS4kQNBOtom4E_719yVGQHygw4E 4-0-0 4-M 2x4 , 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.20 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=3-11-8, 3=3-11-8 Max Horz 1=87(LC 12) Max Uplift 1=-35(LC 12), 3=-79(LC 12) Max Grav 1=126(LC 17), 3=141(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown Scale = 1:12.8 PLATES GRIP MT20 244/190 Weight: 14 lb FT = 20% Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. `tt"111111111'r.. N. ........ No 34869 FS . <•0 R 10, It list%% Julius Lee PE No.34869 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 5,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 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 Not building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mi 7T ek' 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 ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION 14-1 3/4' 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. Q-116r. 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 20/20 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. 'SCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 0 Of O 2 U n. O F Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. k CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports:_ ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved i 0 1", wo" k MiTek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020 A General Safety Notes 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 ANSIrrPI 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 bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSIIrPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.