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831 Beach Ave RES23-0016 Truss Eng 010623_116023 Swingley Ridge Rd Chesterfield, MO 63017 MiTek USA, Inc. RE: E7188 - 831 Beach Ave Design Code: FBC2020/TPI2014 Wind Code: ASCE 7-16 Wind Speed: 130 mph Roof Load: 32.0 psf Design Program: MiTek 20/20 8.6 1 of 1 This package includes 43 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Floor Load: N/A psf Site Information: Lot/Block: . Customer Info: Castle Ridge Builders Project Name: Graham Residence Model: . Subdivision: . Address: 831 Beach Ave, . State: FlCity: Atlantic Beach Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: Luis Pontigo License #: 53311 Address: 4754 Sutton Park Ct , Suite 204 City: Jacksonville State: FL January 6,2023 Velez, Joaquin The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Gleckler and Sons Building Supplies. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2023. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. No.Seal#Truss Name 1 T29533348 A01 Date 1/6/232T29533349A021/6/233T29533350B011/6/234T29533351B021/6/235T29533352B031/6/236T29533353B051/6/237T29533354B061/6/238T29533355B071/6/239T29533356B091/6/2310T29533357B101/6/2311T29533358B111/6/2312T29533359C011/6/2313T29533360C021/6/2314T29533361C041/6/2315T29533362C051/6/2316T29533363C061/6/2317T29533364C071/6/2318T29533365C081/6/2319T29533366D011/6/2320T29533367F011/6/2321T29533368F021/6/2322T29533369F031/6/23 No.Seal#Truss Name 23 T29533370 F04 Date 1/6/2324T29533371F051/6/2325T29533372F061/6/2326T29533373F071/6/2327T29533374F081/6/2328T29533375F08A1/6/2329T29533376F091/6/2330T29533377F101/6/2331T29533378F111/6/2332T29533379F121/6/2333T29533380F131/6/2334T29533381F141/6/2335T29533382F151/6/2336T29533383F161/6/2337T29533384F171/6/2338T29533385F181/6/2339T29533386F191/6/2340T29533387F201/6/2341T29533388F211/6/2342T29533389F221/6/2343T29533390FT011/6/23 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge Rd Chesterfield, MO 63017 112 =3x4 =7x6 =3x6 =3x4 =3x4 =3x4 =3x4 =3x4 =3x6 =7x6 =3x4 13 12 11 10 9 1 2 3 14 4 5 6 7 8 2-0-8 -2-0-8 2-0-8 26-7-8 6-0-0 12-3-8 6-0-0 18-3-8 6-3-8 6-3-8 6-3-8 24-7-0 8-0-0 16 -3-8 8-3-8 8-3-8 8-3-8 24-7-02-0-14-0-104-2-11Scale = 1:51.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL)0.26 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT)-0.26 10-12 >999 180 BCLL 0.0 *Rep Stress Incr YES WB 0.63 Horz(CT)-0.07 9 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 133 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 7-9,13-2:2x6 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-3-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-9, 3-13 REACTIONS (size)9=0-7-2, 13=0-7-2 Max Horiz 13=267 (LC 9) Max Uplift 9=-717 (LC 9), 13=-687 (LC 8) Max Grav 9=895 (LC 1), 13=895 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/10, 2-3=-100/140, 3-4=-1681/2188, 4-6=-1327/1753, 6-7=-120/83, 7-8=-10/0, 7-9=-288/471, 2-13=-298/483 BOT CHORD 12-13=-2343/1542, 10-12=-2496/1719, 9-10=-1573/1084 WEBS 3-12=-79/280, 4-12=-68/192, 4-10=-497/815, 6-10=-477/446, 6-9=-1210/1704, 3-13=-1595/2133 NOTES (7) 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.0psf; BCDL=3.0psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp D; Enclosed; MWFRS (directional) and C-C Corner (3) 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 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)Plates checked for a plus or minus 5 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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 717 lb uplift at joint 9 and 687 lb uplift at joint 13. 7)This information is property of Gleckler LLC and cannot be copied, modified, built from or used in any way without prior written consent from Gleckler LLC. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 831 Beach Ave T29533348A01Monopitch341E7188Job Reference (optional) Gleckler and Sons Building Supplies, Jacksonville, FL - 32209,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Fri Jan 06 07:37:39 Page: 1 ID:lKLUjqkWgL9q?J77vZ6M6izOVe?-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f January 6,2023 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge Rd Chesterfield, MO 63017 112 =7x6 =3x4 =3x10 =3x4 =3x4 =3x10 =7x6 44 43 42 41 40 39 38 37 36 35 34 33 3231 30 29 28 27 26 25 1 2 4 53 6 7 8 9 10 4511 1213 1446 15 16 17 18 19 20 2122 23 24 2-0-8 -2-0-8 2-0-8 26 -7-8 11-11-3 11-11-3 12-7-13 24-7-0 1-7-8 1-7-8 22-11-8 24-7-04-2-112-0-14-0-101-8-101-8-81-8-80-5-82-2-11-7-13-9-20-1-93-10-110-4-04-2-11Scale = 1:55.5 Plate Offsets (X, Y):[2:0-3-0,0-5-0], [23:0-4-12,0-3-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL)n/a -n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT)n/a -n/a 999 BCLL 0.0 *Rep Stress Incr YES WB 0.13 Horz(CT)0.00 25 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 152 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 *Except* 2-43:2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)25=24-7-0, 26=24-7-0, 27=24-7-0, 28=24-7-0, 29=24-7-0, 30=24-7-0, 31=24-7-0, 33=24-7-0, 34=24-7-0, 35=24-7-0, 36=24-7-0, 37=24-7-0, 38=24-7-0, 39=24-7-0, 40=24-7-0, 41=24-7-0, 42=24-7-0, 43=24-7-0, 44=24-7-0 Max Horiz 44=271 (LC 9) Max Uplift 25=-356 (LC 9), 27=-61 (LC 9), 28=-69 (LC 9), 29=-67 (LC 9), 30=-67 (LC 9), 31=-68 (LC 9), 33=-66 (LC 9), 34=-46 (LC 12), 35=-49 (LC 12), 36=-46 (LC 12), 37=-66 (LC 8), 38=-68 (LC 8), 39=-67 (LC 8), 40=-67 (LC 8), 41=-67 (LC 8), 42=-72 (LC 8), 43=-234 (LC 9), 44=-328 (LC 8) Max Grav 25=241 (LC 1), 26=57 (LC 9), 27=81 (LC 1), 28=87 (LC 1), 29=85 (LC 1), 30=85 (LC 1), 31=85 (LC 1), 33=86 (LC 1), 34=84 (LC 1), 35=88 (LC 1), 36=85 (LC 1), 37=85 (LC 1), 38=85 (LC 1), 39=85 (LC 1), 40=85 (LC 1), 41=85 (LC 1), 42=89 (LC 1), 43=90 (LC 10), 44=265 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-44=-256/333, 1-2=0/2, 2-3=-276/111, 3-5=-288/114, 5-6=-278/112, 6-7=-267/110, 7-8=-256/108, 8-9=-245/106, 9-10=-234/104, 10-11=-223/102, 11-13=-212/100, 13-14=-200/98, 14-15=-189/96, 15-16=-178/93, 16-17=-167/91, 17-18=-156/89, 18-19=-145/87, 19-20=-134/85, 20-22=-129/84, 22-23=-107/80, 23-24=-18/0, 23-25=-237/382 BOT CHORD 43-44=-327/196, 42-43=-80/100, 41-42=-80/100, 40-41=-80/100, 39-40=-80/100, 38-39=-80/100, 37-38=-80/100, 36-37=-80/100, 35-36=-80/100, 34-35=-80/100, 33-34=-80/100, 31-33=-80/100, 30-31=-80/100, 29-30=-80/100, 28-29=-80/100, 27-28=-80/100, 26-27=-80/100, 25-26=-80/100 WEBS 13-35=-74/127, 11-36=-71/121, 10-37=-72/122, 9-38=-72/123, 8-39=-72/123, 7-40=-72/122, 6-41=-72/125, 5-42=-77/121, 3-43=-42/30, 14-34=-70/120, 15-33=-72/123, 16-31=-72/123, 17-30=-72/123, 18-29=-72/122, 19-28=-74/126, 20-27=-69/123, 22-26=-62/10, 2-43=-201/426 NOTES (12) 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.0psf; BCDL=3.0psf; h=25ft; B=45ft; L=25ft; eave=2ft; Cat. II; Exp D; Enclosed; MWFRS (directional) and C-C Corner (3) 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 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)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Plates checked for a plus or minus 5 degree rotation about its center. 6)Gable requires continuous bottom chord bearing. 7)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8)Gable studs spaced at 1-4-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. Job Truss Truss Type Qty Ply 831 Beach Ave T29533349A02Monopitch Supported Gable 2 1E7188 Job Reference (optional) Gleckler and Sons Building Supplies, Jacksonville, FL - 32209,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Fri Jan 06 07:37:41 Page: 1 ID:tvk5jWiJbEMKDmph933MunzOVck-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 January 6,2023 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge Rd Chesterfield, MO 63017 11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 356 lb uplift at joint 25, 328 lb uplift at joint 44, 49 lb uplift at joint 35, 46 lb uplift at joint 36, 66 lb uplift at joint 37, 68 lb uplift at joint 38, 67 lb uplift at joint 39, 67 lb uplift at joint 40, 67 lb uplift at joint 41, 72 lb uplift at joint 42, 234 lb uplift at joint 43, 46 lb uplift at joint 34, 66 lb uplift at joint 33, 68 lb uplift at joint 31, 67 lb uplift at joint 30, 67 lb uplift at joint 29, 69 lb uplift at joint 28 and 61 lb uplift at joint 27. 12)This information is property of Gleckler LLC and cannot be copied, modified, built from or used in any way without prior written consent from Gleckler LLC. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 831 Beach Ave T29533349A02Monopitch Supported Gable 2 1E7188 Job Reference (optional) Gleckler and Sons Building Supplies, Jacksonville, FL - 32209,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Fri Jan 06 07:37:41 Page: 2 ID:tvk5jWiJbEMKDmph933MunzOVck-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge Rd Chesterfield, MO 63017 112 112 =MT20HS 6x10 =4x10 =6x8 =10x12 =4x6 =4x6 =8x10 =5x6 =5x12 =5x12 =7x10 =MT20HS 3x10 =2x4 =5x12 =4x6 =5x10 =6x8 37 36 35 34 33 32 1 2 31 4830 29 3 28 444 27 5 26 6 25 7 45 8 24 9 23 10 22 21 11 46 2043 12 393840 13 14 47 15 1617 18 19 0-5-14 0-10 -6 22-1-10 2-3-14 24-5-8 2-0-0 -2-0-0 2-0-0 61-3-0 3-11-0 59 -3-0 4-7-8 55-4-0 5-0-5 50-8-8 5-3-5 35-1-9 5-3-5 40-4-14 5-3-5 45-8-3 5-4-12 29-10 -4 6-7-7 21 -3-4 7-2-3 14 -7-13 7-5-11 7-5-11 0-9-4 59-3-0 0-2-12 50-11-4 0-2-12 50-8-8 0-7-10 22 -1-10 2-5-10 24-7-4 3-1-12 58-5-12 3-6-1 10-11-12 3-8-1 14-7-13 4-4-12 55-4-0 4-9-9 50-5-12 5-3-5 35-1-9 5-3-5 40-4-14 5-3-5 45-8-3 5-3-0 29-10-4 6-10 -3 21-6-0 7-5-11 7-5-112-0-01-11-40-0-72-0-07-1-42-0-02-0-02-1-144-1-140-8-04-9-140-2-25-0-00-1-65-1-60-2-25-3-8Scale = 1:110.9 Plate Offsets (X, Y):[17:0-2-12,0-3-0], [18:0-3-4,0-2-8], [20:0-4-0,0-0-11], [31:0-3-4,0-3-0], [32:0-5-0,0-5-12], [35:0-3-8,0-6-4], [38:0-2-4,0-3-0] Loading (psf)Spacing 1-4-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.00 TC 0.76 Vert(LL)-0.24 35-37 >530 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.00 BC 0.50 Vert(CT)-0.31 35-37 >411 240 MT20HS 187/143 BCLL 0.0 *Rep Stress Incr YES WB 0.84 Horz(CT)-0.02 43 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 690 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 37-36,36-32:2x8 SP DSS, 32-6:2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 37-2:2x6 SP No.2 OTHERS 2x10 SP No.2 *Except* 38-15:2x6 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-33 REACTIONS (size)30=0-7-4, 32=10-8-0, 33=10-8-0, 34=0-3-8, 37=0-3-8, 38=0-3-8, 43=0-7-4 Max Horiz 37=219 (LC 12) Max Uplift 30=-1302 (LC 12), 32=-1493 (LC 1), 38=-422 (LC 12), 43=-189 (LC 12) Max Grav 30=2523 (LC 1), 32=973 (LC 12), 33=4377 (LC 16), 34=1286 (LC 16), 37=2339 (LC 16), 38=767 (LC 1), 43=202 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/7, 2-3=-3841/0, 3-5=-62/1194, 5-6=-455/243, 6-7=-1631/1483, 7-8=-550/434, 8-10=-961/863, 10-11=-1609/1531, 11-12=-1676/1609, 12-14=-1043/985, 14-41=-199/152, 15-41=-642/591, 15-42=-656/602, 16-42=-222/200, 16-18=-41/0, 18-19=-9/0, 18-20=-23/48, 2-37=-1044/110 BOT CHORD 35-37=-205/869, 34-35=0/3822, 33-34=0/3822, 32-33=-1185/0, 31-32=-1619/1651, 6-31=-1457/1572, 30-31=-609/610, 29-30=-1467/1450, 21-22=-53/68, 20-21=-54/66, 28-29=-482/441, 27-28=-1010/954, 26-27=-1652/1602, 24-26=-1710/1671, 23-24=-1062/1036 WEBS 3-35=0/1925, 5-33=-737/143, 3-33=-5231/0, 2-35=0/3021, 7-30=-886/869, 5-32=0/1333, 6-30=-1701/1666, 8-29=-621/682, 10-28=-429/495, 11-27=-187/237, 12-26=0/97, 14-24=-193/261, 16-21=0/89, 16-22=-279/269, 16-20=-55/47, 7-29=-1262/1229, 8-28=-1484/1470, 10-27=-659/664, 11-26=-116/71, 12-24=-651/666, 14-23=-1228/1250, 15-38=-167/114, 23-38=-435/443, 38-41=-435/443, 22-38=-109/132, 38-42=-109/132, 18-43=-193/210 NOTES (13) 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Web 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 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.0psf; BCDL=3.0psf; h=25ft; B=45ft; L=59ft; eave=7ft; Cat. II; Exp D; Enclosed; MWFRS (directional) and C-C Corner (3) -2-0-0 to 3-0-0, Exterior (2) 3-0-0 to 56-3-0, Corner (3) 56-3-0 to 61-3-0 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 4)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5)All plates are MT20 plates unless otherwise indicated. 6)All plates are 3x6 MT20 unless otherwise indicated. 7)Plates checked for a plus or minus 5 degree rotation about its center. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. Job Truss Truss Type Qty Ply 831 Beach Ave T29533350B01Monopitch12E7188Job Reference (optional) Gleckler and Sons Building Supplies, Jacksonville, FL - 32209,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Fri Jan 06 07:37:42 Page: 1 ID:6RhhcRDW09pJ3fzHzx6iMtzOYFD-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 January 6,2023 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge Rd Chesterfield, MO 63017 10)Bearing at joint(s) 38, 43 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1302 lb uplift at joint 30, 1493 lb uplift at joint 32, 422 lb uplift at joint 38 and 189 lb uplift at joint 43. 12)Load case(s) 1, 2 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 13)This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. 14)This information is property of Gleckler LLC and cannot be copied, modified, built from or used in any way without prior written consent from Gleckler LLC. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 1-2=-36, 2-18=-36, 18-19=-36, 32-37=-86, 31-48=-86, 29-48=-7, 20-22=-7, 23-29=-7 2)Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 1-2=-29, 2-18=-29, 18-19=-29, 32-37=-323, 31-48=-323, 29-48=-7, 20-22=-7, 23-29=-7 Job Truss Truss Type Qty Ply 831 Beach Ave T29533350B01Monopitch12E7188Job Reference (optional) Gleckler and Sons Building Supplies, Jacksonville, FL - 32209,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Fri Jan 06 07:37:42 Page: 2 ID:6RhhcRDW09pJ3fzHzx6iMtzOYFD-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge Rd Chesterfield, MO 63017 112 112 =3x4 =4x6 =4x8 =5x12 =4x6 =4x6 =4x6 =6x12 =MT20HS 3x10 =2x4 =5x12 =4x6 =5x10 =6x8 36 35 34 33 32 1 31 2 30 3 29 28 4 5 6 27 7 26 25 43 8 24 9 23 10 22 21 11 44 2042 12 383739 13 14 45 15 1617 18 19 2-0-0 -2-0-0 2-9-5 14 -0-5 2-0-0 61-3-0 3-11-0 59 -3-0 4-7-8 55-4-0 5-0-5 50-8-8 5-3-5 29-10-4 5-3-5 35-1-9 5-3-5 24 -6-15 5-3-5 40-4-14 5-3-5 45-8-3 5-3-5 19-3-10 5-4-10 11-3-0 5-10-6 5-10-6 0-9-4 59-3-0 0-2-12 50-11-4 0-2-12 50-8-8 2-7-9 14-0-5 3-1-12 58-5-12 4-4-12 55-4-0 4-9-9 50-5-12 5-3-5 29-10-4 5-3-5 35-1-9 5-3-5 24 -6-15 5-3-5 40-4-14 5-3-5 45-8-3 5-3-5 19-3-10 5-6-6 11-4-12 5-10-6 5-10-62-0-01-11-40-0-70-10-137-1-40-10-130-10-133-3-14-1-140-8-04-9-140-2-25-0-00-1-65-1-60-2-25-3-8Scale = 1:110.9 Plate Offsets (X, Y):[16:0-2-12,0-3-0], [18:0-3-4,0-2-8], [20:0-4-0,0-0-11], [37:0-2-4,0-0-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL)0.59 27-28 >807 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT)-0.68 27-28 >695 180 MT20HS 187/143 BCLL 0.0 *Rep Stress Incr YES WB 0.74 Horz(CT)-0.03 42 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 628 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 34-4:2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 36-2:2x6 SP No.2, 23-15,22-15,14-24,12-26,11-27,10-28,8-30,7- 31,6-32,16-21:2x4 SP No.2 OTHERS 2x10 SP No.2 *Except* 37-15:2x6 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-9-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-7-14 oc bracing. REACTIONS (size)34=0-3-8, 36=0-7-4, 37=0-3-8, 42=0-5-8 Max Horiz 36=335 (LC 12) Max Uplift 34=-1406 (LC 12), 36=-274 (LC 1), 37=-843 (LC 12), 42=-248 (LC 9) Max Grav 34=2534 (LC 1), 36=216 (LC 9), 37=1525 (LC 1), 42=204 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/10, 2-3=-1568/1408, 3-4=-4702/4504, 4-6=-2724/2550, 6-7=-705/573, 7-8=-3003/2911, 8-10=-4278/4220, 10-11=-4377/4332, 11-12=-3678/3620, 12-14=-1899/1829, 14-40=-661/583, 15-40=-1938/1840, 15-41=-1972/1869, 16-41=-733/692, 16-18=-71/24, 18-19=-13/0, 18-20=-47/73, 2-36=-341/309 BOT CHORD 35-36=-440/140, 34-35=-410/428, 33-34=-2516/2626, 4-33=-1539/1607, 32-33=-4721/4604, 31-32=-2543/2408, 30-31=-863/695, 28-30=-3166/2994, 27-28=-4440/4268, 26-27=-4514/4366, 24-26=-3772/3670, 23-24=-1944/1889, 21-22=-114/133, 20-21=-115/132 WEBS 3-35=-626/695, 2-35=-1454/1686, 14-24=-576/650, 12-26=-221/329, 11-27=-6/102, 10-28=-358/448, 8-30=-703/791, 7-31=-1038/1131, 6-32=-1337/1421, 6-31=-3353/3321, 7-30=-2366/2362, 10-27=-177/98, 11-26=-714/762, 12-24=-1828/1877, 14-23=-2557/2615, 16-21=0/136, 4-32=-2497/2477, 8-28=-1310/1310, 16-22=-638/629, 16-20=-129/107, 33-35=-1080/844, 3-33=-3086/3189, 15-37=-412/328, 23-37=-890/894, 37-40=-890/894, 22-37=-280/311, 37-41=-280/311, 18-42=-185/220 NOTES (11) 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, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Web 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 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.0psf; BCDL=3.0psf; h=25ft; B=45ft; L=59ft; eave=7ft; Cat. II; Exp D; Enclosed; MWFRS (directional) and C-C Corner (3) -2-0-0 to 3-0-0, Exterior (2) 3-0-0 to 56-3-0, Corner (3) 56-3-0 to 61-3-0 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 4)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5)All plates are MT20 plates unless otherwise indicated. 6)All plates are 3x6 MT20 unless otherwise indicated. 7)Plates checked for a plus or minus 5 degree rotation about its center. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 10)Bearing at joint(s) 37, 42 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 274 lb uplift at joint 36, 1406 lb uplift at joint 34, 843 lb uplift at joint 37 and 248 lb uplift at joint 42. 12)This information is property of Gleckler LLC and cannot be copied, modified, built from or used in any way without prior written consent from Gleckler LLC. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 831 Beach Ave T29533351B02Monopitch42E7188Job Reference (optional) Gleckler and Sons Building Supplies, Jacksonville, FL - 32209,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Fri Jan 06 07:37:43 Page: 1 ID:jz47BWZvwgfyhqg6CpyKPvzOYdI-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f January 6,2023 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge Rd Chesterfield, MO 63017 112 112 =3x4 =4x6 =4x8 =5x12 =5x6 =4x6 =3x10 =3x10 =4x6 =MT20HS 3x10 =6x12 =2x4 =5x12 =4x6 =5x10 =6x8 36 35 34 33 32 1 31 2 30 3 29 28 4 5 6 27 7 26 25 43 8 24 9 23 10 22 21 11 44 2042 12 383739 13 14 45 15 1617 18 19 2-0-0 -2-0-0 2-9-5 14 -0-5 2-0-0 61-3-0 3-11-0 59 -3-0 4-7-8 55-4-0 5-0-5 50-8-8 5-3-5 29-10-4 5-3-5 35-1-9 5-3-5 24 -6-15 5-3-5 40-4-14 5-3-5 45-8-3 5-3-5 19-3-10 5-4-10 11-3-0 5-10-6 5-10-6 0-9-4 59-3-0 0-2-12 50-11-4 0-2-12 50-8-8 2-7-9 14-0-5 3-1-12 58-5-12 4-4-12 55-4-0 4-9-9 50-5-12 5-3-5 29-10-4 5-3-5 35-1-9 5-3-5 24 -6-15 5-3-5 40-4-14 5-3-5 45-8-3 5-3-5 19-3-10 5-6-6 11-4-12 5-10-6 5-10-62-0-01-11-40-0-70-10-137-1-40-10-130-10-133-3-14-1-140-8-04-9-140-2-25-0-00-1-65-1-60-2-25-3-8Scale = 1:110.9 Plate Offsets (X, Y):[6:0-3-8,0-1-8], [9:0-3-0,Edge], [16:0-2-12,0-3-0], [18:0-3-4,0-2-8], [20:0-4-0,0-0-11], [31:0-3-8,0-1-8], [37:0-2-4,0-0-8] Loading (psf)Spacing 1-4-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL)0.77 27-28 >617 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(CT)-0.89 27-28 >532 180 MT20HS 187/143 BCLL 0.0 *Rep Stress Incr YES WB 0.87 Horz(CT)-0.04 42 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 314 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 36-2:2x6 SP No.2, 23-15,22-15,14-24,12-26,11-27,10-28,8-30,7- 31,6-32,16-21:2x4 SP DSS OTHERS 2x10 SP No.2 *Except* 37-15:2x6 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-1-12 oc bracing. WEBS 1 Row at midpt 6-31, 3-33 REACTIONS (size)34=0-3-8, 36=0-7-4, 37=0-3-8, 42=0-5-8 Max Horiz 36=223 (LC 12) Max Uplift 34=-930 (LC 12), 36=-177 (LC 1), 37=-579 (LC 12), 42=-156 (LC 9) Max Grav 34=1677 (LC 1), 36=142 (LC 9), 37=1049 (LC 1), 42=111 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/7, 2-3=-1032/925, 3-4=-3094/2961, 4-6=-1792/1675, 6-7=-473/386, 7-8=-1985/1923, 8-10=-2814/2775, 10-11=-2859/2829, 11-12=-2372/2333, 12-14=-1165/1118, 14-40=-558/506, 15-40=-1607/1538, 15-41=-1650/1575, 16-41=-605/577, 16-18=-53/27, 18-19=-9/0, 18-20=-58/75, 2-36=-222/202 BOT CHORD 35-36=-294/94, 34-35=-282/294, 33-34=-1665/1738, 4-33=-1019/1064, 32-33=-3112/3035, 31-32=-1671/1581, 30-31=-579/467, 28-30=-2093/1979, 27-28=-2922/2807, 26-27=-2951/2852, 24-26=-2434/2367, 23-24=-1195/1158, 21-22=-129/142, 20-21=-130/142 WEBS 3-35=-409/455, 2-35=-956/1110, 14-24=-391/441, 12-26=-154/224, 11-27=0/73, 10-28=-232/292, 8-30=-461/520, 7-31=-685/747, 6-32=-885/941, 6-31=-2214/2192, 7-30=-1556/1553, 10-27=-110/44, 11-26=-498/530, 12-24=-1240/1273, 14-23=-1722/1761, 16-21=0/91, 4-32=-1653/1640, 8-28=-852/852, 16-22=-495/489, 16-20=-133/118, 33-35=-697/540, 3-33=-2030/2098, 15-37=-512/436, 23-37=-589/593, 37-40=-589/593, 22-37=-222/243, 37-41=-222/243, 18-42=-96/137 NOTES (10) 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.0psf; BCDL=3.0psf; h=25ft; B=45ft; L=59ft; eave=7ft; Cat. II; Exp D; Enclosed; MWFRS (directional) and C-C Corner (3) -2-0-0 to 3-0-0, Exterior (2) 3-0-0 to 56-3-0, Corner (3) 56-3-0 to 61-3-0 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 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)All plates are MT20 plates unless otherwise indicated. 4)All plates are 3x6 MT20 unless otherwise indicated. 5)Plates checked for a plus or minus 5 degree rotation about its center. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8)Bearing at joint(s) 37, 42 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 177 lb uplift at joint 36, 930 lb uplift at joint 34, 579 lb uplift at joint 37 and 156 lb uplift at joint 42. 10)This information is property of Gleckler LLC and cannot be copied, modified, built from or used in any way without prior written consent from Gleckler LLC. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 831 Beach Ave T29533352B03Monopitch111E7188Job Reference (optional) Gleckler and Sons Building Supplies, Jacksonville, FL - 32209,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Fri Jan 06 07:37:43 Page: 1 ID:jz47BWZvwgfyhqg6CpyKPvzOYdI-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f January 6,2023 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge Rd Chesterfield, MO 63017 112 112 =3x10 =4x6 =4x8 =4x6 =6x8 =3x4 =4x6 =2x4 =2x4 =4x6 =6x12 =MT20HS 3x10 =3x10 =2x4 =4x6 =5x12 =6x8 30 29 28 27 26 25 24 12 23 3 22 21 374 20 5 19 6 18 17 7 38 1636 8 323133 9 10 39 11 12 13 14 15 2-0-0 49-9-12 3-11-0 47-9-12 4-7-8 43-10-12 5-0-5 39-3-4 5-3-5 23-8-6 5-3-5 28-11-10 5-3-5 34-2-15 5-5-9 18 -5-1 6-2-14 12 -11-8 6-8-10 6-8-10 0-7-4 47-9-12 0-5-4 0-5-4 0-2-12 39 -6-0 0-2-12 39-3-4 0-1-12 15-5-4 2-2-4 15-3-8 2-6-3 31-5-14 2-9-2 34 -2-15 3-3-12 47 -2-8 2-11-13 18-5-1 4-4-12 43 -10-12 4-9-9 39-0-8 5-3-5 23-8-6 5-3-5 28-11-10 6-3-6 6-8-10 6-4-10 13-1-42-11-71-11-42-11-70-0-71-11-157-1-41-11-151-11-152-1-154-1-140-8-34-10-10-1-155-0-00-1-95-1-90-1-155-3-8Scale = 1:92.1 Plate Offsets (X, Y):[5:0-3-0,Edge], [16:0-4-0,0-0-11], [26:0-6-0,0-3-4], [31:0-2-4,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL)0.70 23-24 >666 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT)-0.79 23-24 >588 180 MT20HS 187/143 BCLL 0.0 *Rep Stress Incr YES WB 0.81 Horz(CT)0.07 31 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 552 lb FT = 20% LUMBER TOP CHORD 2x4 SP DSS BOT CHORD 2x4 SP DSS *Except* 30-27:2x6 SP No.2, 28-4:2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 19-11,18-11,6-24,7-23,8-22,10-20,12-17:2x4 SP No.2 OTHERS 2x8 SP DSS *Except* 31-11:2x6 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-8-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-8-1 oc bracing. REACTIONS (size)30= Mechanical, 31=0-3-8, 36=0-5-8 Max Horiz 30=310 (LC 12) Max Uplift 30=-651 (LC 12), 31=-980 (LC 12), 36=-239 (LC 9) Max Grav 30=1220 (LC 1), 31=1747 (LC 1), 36=181 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/2, 2-3=-2091/2079, 3-4=-5531/5720, 4-6=-6479/6663, 6-7=-5999/6113, 7-8=-4742/4793, 8-10=-2354/2318, 10-34=-717/622, 11-34=-2158/2013, 11-35=-2190/2041, 12-35=-824/757, 12-14=-61/2, 14-15=-12/0, 14-16=-91/121, 2-30=-1189/1202 BOT CHORD 29-30=-446/167, 28-29=-293/270, 27-28=0/0, 26-28=-157/258, 4-26=-551/637, 17-18=-180/203, 16-17=-181/202, 25-26=-6218/5742, 24-25=-6231/5757, 23-24=-6884/6467, 22-23=-6297/5988, 20-22=-4948/4738, 19-20=-2435/2343 WEBS 3-29=-1307/1463, 26-29=-2179/1888, 3-26=-3647/3486, 2-29=-2118/2184, 6-24=-154/224, 7-23=-150/241, 8-22=-421/476, 10-20=-808/859, 4-24=-690/730, 6-23=-495/604, 7-22=-1283/1385, 8-20=-2458/2581, 10-19=-3067/3183, 12-17=0/139, 12-16=-231/205, 12-18=-642/652, 25-27=-191/177, 11-31=-389/324, 19-31=-1090/1074, 31-34=-1090/1074, 18-31=-296/318, 31-35=-296/318, 14-36=-177/223 NOTES (12) 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: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Web 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 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.0psf; BCDL=3.0psf; h=25ft; B=45ft; L=48ft; eave=6ft; Cat. II; Exp D; Enclosed; MWFRS (directional) and C-C Corner (3) 0-0-0 to 5-0-0, Exterior (2) 5-0-0 to 44-9-12, Corner (3) 44-9-12 to 49-9-12 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 4)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5)All plates are MT20 plates unless otherwise indicated. 6)All plates are 3x6 MT20 unless otherwise indicated. 7)Plates checked for a plus or minus 5 degree rotation about its center. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 10)Refer to girder(s) for truss to truss connections. 11)Bearing at joint(s) 31, 36 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 12)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 651 lb uplift at joint 30, 980 lb uplift at joint 31 and 239 lb uplift at joint 36. 13)This information is property of Gleckler LLC and cannot be copied, modified, built from or used in any way without prior written consent from Gleckler LLC. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 831 Beach Ave T29533353B05Monopitch32E7188Job Reference (optional) Gleckler and Sons Building Supplies, Jacksonville, FL - 32209,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Fri Jan 06 07:37:44 Page: 1 ID:KTT8AvJoPSj4p6d?R?0wKozOZ7v-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f January 6,2023 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge Rd Chesterfield, MO 63017 112 112 =3x4 =4x6 =7x6 =4x8 =3x4 =3x10 =5x8 =4x6 =4x6 =2x4 =MT20HS 12x20 =5x6 =4x6 =5x12 =6x8 27 26 25 24 23 22 12 21 3 20 344 19 5 6 18 17 16 7 35 292830 1533 8 9 10 36 11 12 13 14 0-1-14 40-4-4 2-0-0 49-9-12 3-6-8 43-10-12 3-11-0 47-9-12 5-3-5 23-8-6 5-3-5 28-11-10 5-3-5 34-2-15 5-5-9 18 -5-1 5-11-7 40 -2-6 6-2-14 12-11-8 6-8-10 6-8-10 0-5-4 0-5-4 0-4-10 40-7-0 0-7-4 47 -9-12 0-4-10 40-2-6 3-3-12 47-2-8 3-3-12 43-10-12 5-3-5 23-8-6 5-3-5 28-11-10 5-3-5 34-2-15 5-3-13 18-5-1 5-6-13 39-9-12 6-3-6 6-8-10 6-4-10 13 -1-42-11-71-11-42-11-70-0-121-11-157-1-41-11-151-11-152-2-114-2-100-0-124-3-70-6-104-10-10-1-155-0-00-1-95-1-9Scale = 1:92.5 Plate Offsets (X, Y):[11:0-4-4,Edge], [12:0-2-0,0-3-0], [15:0-4-0,0-0-11], [17:0-1-4,0-4-15], [18:0-0-8,0-6-2], [20:0-4-0,0-3-0], [22:0-3-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL)0.41 20-21 >791 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT)-0.50 20-21 >655 180 MT20HS 187/143 BCLL 0.0 *Rep Stress Incr YES WB 0.94 Horz(CT)-0.07 33 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 251 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 18-11,17-11,6-22,7-21,8-20,10-19,12-16:2x4 SP No.2 OTHERS 2x8 SP DSS *Except* 28-11:2x10 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-4-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-6-7 oc bracing. WEBS 1 Row at midpt 4-22, 10-18 REACTIONS (size)24=0-7-4, 27= Mechanical, 28=0-7-4, 33=0-5-8 Max Horiz 27=313 (LC 12) Max Uplift 24=-791 (LC 12), 27=-162 (LC 8), 28=-714 (LC 12), 33=-220 (LC 9) Max Grav 24=1339 (LC 1), 27=341 (LC 1), 28=1305 (LC 1), 33=164 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/2, 2-3=-340/185, 3-4=-451/210, 4-6=-1652/1467, 6-7=-2611/2461, 7-8=-2656/2582, 8-10=-1642/1561, 10-31=-572/524, 11-31=-1336/1280, 11-32=-1356/1298, 13-32=-270/218, 13-14=-12/0, 13-15=-97/127, 2-26=-321/277 BOT CHORD 26-27=-455/194, 25-26=-458/183, 24-25=-484/325, 23-24=-1058/1124, 4-23=-982/1090, 16-17=-746/742, 15-16=-223/233, 22-23=-364/346, 21-22=-1683/1640, 19-21=-2730/2649, 18-19=-1676/1632 WEBS 3-25=-11/152, 2-25=-94/269, 3-24=-584/754, 6-22=-608/704, 7-21=-263/357, 8-20=-9/139, 10-19=-300/414, 4-22=-2073/2047, 6-21=-986/986, 7-20=-186/94, 8-19=-1044/1085, 10-18=-2197/2218, 12-16=-252/311, 16-32=-582/586, 12-15=-237/215, 11-28=-242/189, 18-28=-651/676, 28-31=-651/676, 17-28=-54/78, 28-32=-54/78, 13-33=-152/202 NOTES (11) 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.0psf; BCDL=3.0psf; h=25ft; B=45ft; L=48ft; eave=6ft; Cat. II; Exp D; Enclosed; MWFRS (directional) and C-C Corner (3) 0-0-0 to 5-0-0, Exterior (2) 5-0-0 to 44-9-12, Corner (3) 44-9-12 to 49-9-12 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 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)All plates are MT20 plates unless otherwise indicated. 4)All plates are 3x6 MT20 unless otherwise indicated. 5)Plates checked for a plus or minus 5 degree rotation about its center. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8)Refer to girder(s) for truss to truss connections. 9)Bearing at joint(s) 28, 33 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 162 lb uplift at joint 27, 791 lb uplift at joint 24, 714 lb uplift at joint 28 and 220 lb uplift at joint 33. 11)This information is property of Gleckler LLC and cannot be copied, modified, built from or used in any way without prior written consent from Gleckler LLC. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 831 Beach Ave T29533354B06Monopitch71E7188Job Reference (optional) Gleckler and Sons Building Supplies, Jacksonville, FL - 32209,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Fri Jan 06 07:37:45 Page: 1 ID:VtKV8hLBfOZ_3ySrZ83_9SzOZi0-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f January 6,2023 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge Rd Chesterfield, MO 63017 112 112=5x8 =3x6 =3x6 =3x6 =3x6 =3x6 =3x6 =3x6 =3x6 =6x8 =3x6 =3x6 =3x6 =3x6 =6x8 =3x6 =3x6 =6x8 =3x6 =3x6 =6x8 =3x6 =3x10 =4x6 =3x4 =8x10 =7x6 =3x6 =5x12 =3x4 =3x4 =4x6 =3x10 =3x10 =3x6 =8x10 =6x8 69 68 67 66 65 6463 62 61 60 598994 9095969197 5892 57 5670 12 5554 538593 3 4 86 5 52 6 5187 5081 7 49 8 88 82 9 48 47 1011 83 77 4684 12 78 13 45 14 79 15 73 448074 43 16 4238 17 75 18 37 98 76 3635 19 2021 3440 39 2223 41 2425 71 2699 27 72 28 29 30 31 32 33 1-0-0 40-2-6 1-1-12 41-4-2 1-11-8 45 -9-12 2-5-4 34-3-10 2-5-6 36 -9-0 2-5-6 39-2-6 2-5-12 18 -4-14 2-6-2 43 -10-4 2-0-0 47-9-12 2-0-0 49-9-12 2-10 -6 31-10 -7 2-11-9 15-11-1 5-3-10 23-8-7 5-3-10 29 -0-1 6-2-14 12 -11-8 6-8-10 6-8-10 0-3-10 40 -6-0 0-3-10 40-2-6 0-7-4 47-9-12 0-7-2 0-7-2 0-6-10 39-10-12 0-8-6 41-2-6 1-11-6 29-0-1 2-5-6 36 -9-0 2-7-14 43 -10-4 2-7-2 39-4-2 3-4-4 27 -0-11 3-4-4 47-2-8 5-3-10 23-8-7 5-3-10 34-3-10 5-3-10 18-4-14 6-1-8 6-8-10 6-4-10 13-1-47-1-42-7-151-11-40-9-40-8-111-11-156-9-46-9-40-4-07-1-41-11-151-11-152-2-134-2-120-0-104-3-50-6-114-10-10-1-155-0-00-1-95-1-9Scale = 1:93.3 Plate Offsets (X, Y):[27:0-4-8,0-6-4], [32:0-6-0,0-2-12], [34:0-4-0,0-1-3], [45:0-4-0,0-2-4], [48:0-4-0,0-2-4], [52:0-4-0,0-2-0], [59:Edge,0-1-12] Loading (psf)Spacing 1-4-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL)0.18 48-50 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(CT)-0.21 48-50 >999 180 BCLL 0.0 *Rep Stress Incr YES WB 0.44 Horz(CT)-0.02 34 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 624 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 27-43,29-37:2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 *Except* 34-32:2x8 SP DSS BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 10-0-0 oc bracing: 41-43, 37-39 JOINTS 1 Brace at Jt(s): 91, 96 REACTIONS (size)1=13-1-12, 34=7-11-0, 35=7-11-0, 36=7-11-0, 37=7-11-0, 38=0-3-8, 40=0-3-8, 42=7-11-0, 59=13-1-12, 60=13-1-12, 61=13-1-12, 62=13-1-12, 63=13-1-12, 64=13-1-12, 65=13-1-12, 66=13-1-12, 67=13-1-12, 68=13-1-12, 69=13-1-12 Max Horiz 69=197 (LC 9) Max Uplift 1=-33 (LC 19), 34=-167 (LC 9), 36=-18 (LC 9), 37=-753 (LC 1), 38=-12 (LC 1), 40=-948 (LC 12), 42=-150 (LC 1), 59=-440 (LC 12), 60=-87 (LC 1), 61=-50 (LC 12), 62=-35 (LC 12), 63=-10 (LC 12), 64=-31 (LC 12), 65=-31 (LC 8), 66=-53 (LC 8), 67=-14 (LC 9), 68=-50 (LC 8), 69=-18 (LC 10) Max Grav 1=35 (LC 8), 34=130 (LC 1), 35=37 (LC 3), 36=18 (LC 1), 37=413 (LC 12), 38=6 (LC 12), 40=1768 (LC 1), 42=81 (LC 12), 59=743 (LC 1), 60=58 (LC 12), 61=85 (LC 1), 62=61 (LC 1), 63=15 (LC 1), 64=59 (LC 1), 65=66 (LC 1), 66=84 (LC 1), 67=32 (LC 3), 68=90 (LC 1), 69=19 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 32-34=-163/200, 2-68=-66/84, 1-2=-5/4, 2-3=-156/60, 3-4=-146/56, 4-5=-140/55, 5-6=-138/55, 6-7=-322/146, 7-8=-315/144, 8-9=-307/142, 9-10=-312/147, 10-11=-316/150, 11-13=-1268/1181, 13-14=-1263/1191, 14-15=-1239/1168, 15-16=-1973/1921, 16-17=-1967/1929, 17-18=-1953/1917, 18-19=-1882/1851, 19-20=-1875/1859, 20-21=-1869/1855, 21-23=-962/942, 23-24=-959/954, 24-25=-954/951, 25-26=-182/171, 26-27=-1118/1099, 27-28=-2004/1979, 28-29=-757/728, 29-30=-582/562, 30-31=-97/44, 31-32=-93/46, 32-33=-13/0 BOT CHORD 68-69=-336/157, 67-68=-289/118, 66-67=-289/118, 65-66=-289/118, 64-65=-289/118, 63-64=-95/27, 62-63=-95/27, 61-62=-95/27, 60-61=-95/27, 59-60=-95/27, 37-38=-1/2, 36-37=-78/81, 35-36=-141/146, 34-35=-142/146, 57-58=-238/230, 56-57=-246/239, 55-56=-242/235, 54-55=-1305/1261, 53-54=-1298/1256, 52-53=-1302/1259, 51-52=-2024/1964, 50-51=-2024/1966, 48-50=-2025/1967, 47-48=-1932/1869, 46-47=-1936/1875, 45-46=-1939/1878, 44-45=-1010/955, 43-44=-245/247, 42-43=-13/12, 40-41=-1509/1514, 39-40=-1965/1976, 41-43=-149/169, 27-41=-301/316, 37-39=-770/783, 29-39=-10/54 Job Truss Truss Type Qty Ply 831 Beach Ave T29533355B07Monopitch12E7188Job Reference (optional) Gleckler and Sons Building Supplies, Jacksonville, FL - 32209,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Fri Jan 06 07:37:45 Page: 1 ID:BTNZ3FZACWZsU3iICBkh28zOZW6-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 January 6,2023 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge Rd Chesterfield, MO 63017 WEBS 58-59=-750/771, 11-58=-775/810, 6-64=-34/18, 2-70=-96/202, 70-97=-101/213, 96-97=-96/203, 95-96=-98/207, 94-95=-97/204, 64-94=-102/215, 6-93=-106/218, 92-93=-102/210, 91-92=-102/210, 90-91=-100/206, 89-90=-108/220, 59-89=-89/193, 15-55=-584/648, 18-52=-230/286, 21-48=-89/171, 25-45=-321/357, 11-88=-1561/1534, 87-88=-1540/1513, 86-87=-1550/1519, 85-86=-1534/1508, 55-85=-1589/1557, 15-84=-746/730, 83-84=-729/715, 82-83=-737/719, 81-82=-724/710, 52-81=-753/734, 18-80=-90/138, 79-80=-88/137, 78-79=-90/136, 77-78=-97/140, 48-77=-93/140, 21-76=-938/950, 75-76=-926/940, 74-75=-924/934, 73-74=-939/953, 45-73=-927/935, 30-36=-3/35, 30-72=-97/106, 71-72=-102/108, 34-71=-96/104, 68-70=-24/11, 31-71=-14/21, 35-72=-9/16, 24-73=-34/9, 23-74=-98/134, 46-75=-14/45, 47-76=-68/55, 20-77=-51/28, 19-78=-48/80, 50-79=0/56, 51-80=-40/6, 17-81=-149/128, 16-82=-62/91, 53-83=-27/53, 54-84=-82/70, 14-85=-276/245, 13-86=-79/117, 56-87=-42/72, 57-88=-115/109, 10-89=-57/61, 9-90=-64/73, 60-90=-96/100, 8-91=-71/88, 61-91=-77/95, 7-92=-54/71, 62-92=-51/71, 63-93=-13/19, 5-94=-16/27, 4-95=-44/55, 65-95=-54/65, 3-96=-83/111, 66-96=-77/101, 67-97=-14/30, 26-44=-252/275, 25-44=-874/889, 41-44=-509/468, 36-39=-64/66, 30-39=-450/452, 28-40=-1092/1101, 27-40=-557/567, 28-39=-1455/1454, 26-41=-1280/1290 NOTES (14) 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. Web 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 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.0psf; BCDL=3.0psf; h=25ft; B=45ft; L=48ft; eave=6ft; Cat. II; Exp D; Enclosed; MWFRS (directional) and C-C Corner (3) 0-0-0 to 5-0-0, Exterior (2) 5-0-0 to 44-9-12, Corner (3) 44-9-12 to 49-9-12 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 4) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 5)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Plates checked for a plus or minus 5 degree rotation about its center. 8)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9)Gable studs spaced at 1-4-0 oc. 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 12)Bearing at joint(s) 34 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 13)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 167 lb uplift at joint 34, 18 lb uplift at joint 69, 50 lb uplift at joint 68, 31 lb uplift at joint 64, 440 lb uplift at joint 59, 18 lb uplift at joint 36, 150 lb uplift at joint 42, 33 lb uplift at joint 1, 87 lb uplift at joint 60, 50 lb uplift at joint 61, 35 lb uplift at joint 62, 10 lb uplift at joint 63, 31 lb uplift at joint 65, 53 lb uplift at joint 66, 14 lb uplift at joint 67, 753 lb uplift at joint 37, 948 lb uplift at joint 40 and 12 lb uplift at joint 38. 14)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 34, 36, 42, 35, 37, 38. 15)This information is property of Gleckler LLC and cannot be copied, modified, built from or used in any way without prior written consent from Gleckler LLC. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 831 Beach Ave T29533355B07Monopitch12E7188Job Reference (optional) Gleckler and Sons Building Supplies, Jacksonville, FL - 32209,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Fri Jan 06 07:37:45 Page: 2 ID:BTNZ3FZACWZsU3iICBkh28zOZW6-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge Rd Chesterfield, MO 63017 112 112=3x10 =4x6 =8x10 =3x6 =3x6 =3x4 =3x4 =3x4 =3x6 =3x6 =3x4 =3x4 =3x4 =3x6 =3x6 =5x12 =MT20HS 3x10 =3x4 =3x6 =3x10 =2x4 =4x6 =4x10 =6x8 2325 24 22 21 20 19 12 3 18 17 4 16 32 15 5 3334 1431 6 7 272628 8 3536 37 9 10 11 12 13 2-4-8 2-4-8 2-0-0 39-5-0 3-11-0 37-5-0 4-7-8 33-6-0 5-0-5 28-10-8 5-3-5 23-10-3 5-3-5 13 -3-9 5-3-5 18-6-14 5-7-12 8-0-4 0-3-12 0-3-12 0-9-4 37 -5-0 0-2-12 29-1-4 0-2-12 28 -10 -8 1-11-0 2-2-12 3-1-12 36-7-12 4-4-12 33 -6-0 4-9-9 28-7-12 5-3-5 23-10-3 5-3-5 13 -3-9 5-3-5 18-6-14 5-9-8 8-0-41-9-131-11-40-0-75-1-42-2-72-2-70-8-02-10-70-1-93-0-00-1-153-1-150-1-93-3-8Scale = 1:73.9 Plate Offsets (X, Y):[12:0-3-4,0-2-4], [14:0-4-0,0-0-11], [23:0-5-0,0-2-8], [26:0-2-4,0-0-8] Loading (psf)Spacing 1-4-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL)0.44 19-21 >780 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT)-0.51 19-21 >666 180 MT20HS 187/143 BCLL 0.0 *Rep Stress Incr YES WB 0.79 Horz(CT)-0.01 26 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 196 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 25-23:2x8 SP DSS WEBS 2x4 SP No.3 *Except* 23-3,17-9,16-9,11-15,8-18,7-19,5-21,4-22:2x 4 SP No.2 OTHERS 2x10 SP No.2 *Except* 26-9:2x6 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-7-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-8-3 oc bracing. REACTIONS (size)24=0-7-4, 26=0-3-8, 31=0-7-4 Max Horiz 24=147 (LC 12) Max Uplift 24=-332 (LC 8), 26=-488 (LC 12), 31=-206 (LC 9) Max Grav 24=598 (LC 1), 26=878 (LC 1), 31=181 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/1, 2-3=-664/669, 3-4=-1931/1960, 4-5=-2428/2470, 5-7=-2188/2209, 7-8=-1166/1143, 8-29=-259/209, 9-29=-903/824, 9-30=-914/833, 11-30=-414/368, 11-12=-62/30, 12-13=-9/0, 12-14=-65/64, 2-24=-587/576 BOT CHORD 24-25=0/0, 23-24=-208/70, 15-16=-90/74, 14-15=-91/73, 22-23=-894/713, 21-22=-2110/1924, 19-21=-2598/2423, 18-19=-2311/2181, 17-18=-1221/1157 WEBS 3-23=-558/625, 2-23=-823/834, 11-15=0/89, 8-18=-325/358, 7-19=-75/169, 5-21=-123/177, 4-22=-339/403, 3-22=-1246/1234, 4-21=-506/512, 5-19=-247/293, 7-18=-1050/1119, 8-17=-1406/1469, 11-16=-478/513, 11-14=-113/136, 9-26=-141/99, 17-26=-500/497, 26-29=-500/497, 16-26=-212/216, 26-30=-212/216, 12-31=-162/180 NOTES (9) 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.0psf; BCDL=3.0psf; h=25ft; B=45ft; L=37ft; eave=5ft; Cat. II; Exp D; Enclosed; MWFRS (directional) and C-C Corner (3) 0-0-0 to 15-0-0, Exterior (2) 15-0-0 to 24-5-0, Corner (3) 24-5-0 to 39-5-0 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 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)All plates are MT20 plates unless otherwise indicated. 4)Plates checked for a plus or minus 5 degree rotation about its center. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Bearing at joint(s) 26, 31 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 332 lb uplift at joint 24, 488 lb uplift at joint 26 and 206 lb uplift at joint 31. 9)This information is property of Gleckler LLC and cannot be copied, modified, built from or used in any way without prior written consent from Gleckler LLC. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 831 Beach Ave T29533356B09Monopitch71E7188Job Reference (optional) Gleckler and Sons Building Supplies, Jacksonville, FL - 32209,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Fri Jan 06 07:37:47 Page: 1 ID:lwn3PlfvWCaG9lWWjw?x4yzOXxH-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f January 6,2023 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge Rd Chesterfield, MO 63017 112 =3x6 =3x6 =3x4 =3x4 =7x6 =4x6 9 8 76 1 10 2 3 4 5 2-0-0 -2-0-0 5-7-2 5-7-2 5-7-2 11-2-4 0-5-4 11-2-4 5-1-14 10-9-0 5-7-2 5-7-22-11-32-0-02-11-3Scale = 1:31.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL)0.06 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(CT)-0.05 7-8 >999 180 BCLL 0.0 *Rep Stress Incr YES WB 0.52 Horz(CT)-0.01 6 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 62 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 9-2:2x6 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-6-10 oc bracing. REACTIONS (size)6= Mechanical, 9=0-7-4 Max Horiz 9=185 (LC 9) Max Uplift 6=-303 (LC 9), 9=-469 (LC 8) Max Grav 6=340 (LC 1), 9=481 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/10, 2-3=-490/903, 3-4=-109/163, 4-5=-2/0, 4-7=-149/350, 2-9=-457/946 BOT CHORD 8-9=-298/191, 7-8=-1041/476, 6-7=0/0 WEBS 3-8=-80/290, 3-7=-450/950, 2-8=-897/487 NOTES (8) 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.0psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Enclosed; MWFRS (directional) and C-C Corner (3) 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 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)Plates checked for a plus or minus 5 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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 469 lb uplift at joint 9 and 303 lb uplift at joint 6. 8)This information is property of Gleckler LLC and cannot be copied, modified, built from or used in any way without prior written consent from Gleckler LLC. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 831 Beach Ave T29533357B10Monopitch81E7188Job Reference (optional) Gleckler and Sons Building Supplies, Jacksonville, FL - 32209,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Fri Jan 06 07:37:48 Page: 1 ID:tt_aLjMsGYoayovuw3WMWjzOYTE-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f January 6,2023 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge Rd Chesterfield, MO 63017 112 =3x6 =7x10 =3x4 =3x10 22 21 20 19 18 17 16 15 14 13 1 23 2 4 53 6 7 8 9 10 11 12 2-0-0 -2-0-0 1-11-15 1-11-15 9-2-5 11-2-4 1-4-0 1-4-0 9-10-4 11-2-42-7-112-0-02-7-111-8-81-8-80-5-82-2-0Scale = 1:33 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL)n/a -n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT)n/a -n/a 999 BCLL 0.0 *Rep Stress Incr YES WB 0.06 Horz(CT)0.00 12 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 64 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 *Except* 2-21:2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 21-22. REACTIONS (size)12=11-2-4, 13=11-2-4, 14=11-2-4, 15=11-2-4, 16=11-2-4, 17=11-2-4, 18=11-2-4, 19=11-2-4, 20=11-2-4, 21=11-2-4, 22=11-2-4 Max Horiz 22=101 (LC 12) Max Uplift 12=-8 (LC 9), 14=-49 (LC 9), 15=-71 (LC 9), 16=-67 (LC 8), 17=-67 (LC 9), 18=-67 (LC 9), 19=-69 (LC 8), 20=-65 (LC 9), 21=-94 (LC 9), 22=-339 (LC 8) Max Grav 12=7 (LC 1), 13=1 (LC 3), 14=64 (LC 1), 15=90 (LC 1), 16=85 (LC 1), 17=85 (LC 1), 18=85 (LC 1), 19=86 (LC 1), 20=86 (LC 1), 21=74 (LC 8), 22=272 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-22=-267/451, 1-2=0/2, 2-3=-83/16, 3-5=-104/17, 5-6=-89/14, 6-7=-74/12, 7-8=-59/10, 8-9=-44/7, 9-10=-29/5, 10-11=-13/3, 11-12=-2/0 BOT CHORD 21-22=-109/47, 20-21=0/0, 19-20=0/0, 18-19=0/0, 17-18=0/0, 16-17=0/0, 15-16=0/0, 14-15=0/0, 13-14=0/0 WEBS 3-21=-64/26, 5-20=-73/169, 6-19=-73/174, 7-18=-72/170, 8-17=-72/171, 9-16=-71/169, 10-15=-77/182, 11-14=-53/126, 2-21=-82/190 NOTES (12) 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.0psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp D; Enclosed; MWFRS (directional) and C-C Corner (3) 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 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)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Plates checked for a plus or minus 5 degree rotation about its center. 6)Gable requires continuous bottom chord bearing. 7)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8)Gable studs spaced at 1-4-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 339 lb uplift at joint 22, 8 lb uplift at joint 12, 65 lb uplift at joint 20, 69 lb uplift at joint 19, 67 lb uplift at joint 18, 67 lb uplift at joint 17, 67 lb uplift at joint 16, 71 lb uplift at joint 15, 49 lb uplift at joint 14 and 94 lb uplift at joint 21. 12)This information is property of Gleckler LLC and cannot be copied, modified, built from or used in any way without prior written consent from Gleckler LLC. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 831 Beach Ave T29533358B11Monopitch11E7188Job Reference (optional) Gleckler and Sons Building Supplies, Jacksonville, FL - 32209,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Fri Jan 06 07:37:48 Page: 1 ID:6tZPocgA8X4u4outSW_SZCzOYSq-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f January 6,2023 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge Rd Chesterfield, MO 63017 112 112=7x10 =3x4 =3x10 =3x4 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 1 2 4 36 53 35 6 34 547 33 8 32 9 1055 11 31 30 29 28 1256 13 14 1557 16 17 18 19 20 5821 22 23 24 25 26 27 0-10-11 14 -0-11 1-11-15 1-11-15 2-8-0 -2-8-0 3-3-4 30-0-0 11-2-1 13 -2-0 12 -8-1 26-8-12 0-3-8 26-10 -8 1-4-0 1-4-0 3-1-8 30-0-0 11-11-12 13-3-12 13 -3-4 26 -7-04-4-22-1-111-10-20-4-01-0-111-10-21-10-20-5-82-3-111-0-111-0-111-1-42-2-00-4-02-6-0Scale = 1:64 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL)0.00 13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT)0.00 13 >999 180 BCLL 0.0 *Rep Stress Incr YES WB 0.10 Horz(CT)0.00 27 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 153 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 43-13,32-24:2x4 SP No.3 WEBS 2x6 SP No.2 *Except* 2-52:2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 42-43,31-32,30-31,29-30,28-29. REACTIONS (size)27=3-1-8, 28=3-1-8, 29=3-1-8, 30=3-1-8, 31=0-3-8, 32=26-10-8, 33=26-10-8, 34=26-10-8, 35=26-10-8, 36=26-10-8, 37=26-10-8, 38=26-10-8, 39=26-10-8, 40=26-10-8, 41=26-10-8, 42=26-10-8, 43=26-10-8, 44=26-10-8, 45=26-10-8, 46=26-10-8, 47=26-10-8, 48=26-10-8, 49=26-10-8, 50=26-10-8, 51=26-10-8, 52=26-10-8, 53=26-10-8 Max Horiz 53=187 (LC 12) Max Uplift 27=-10 (LC 9), 29=-45 (LC 9), 30=-72 (LC 9), 31=-57 (LC 9), 32=-1 (LC 9), 33=-51 (LC 9), 34=-62 (LC 9), 35=-59 (LC 9), 36=-60 (LC 9), 37=-59 (LC 9), 38=-60 (LC 9), 39=-50 (LC 9), 40=-39 (LC 12), 41=-61 (LC 12), 42=-50 (LC 12), 43=-4 (LC 9), 44=-31 (LC 12), 45=-50 (LC 12), 46=-55 (LC 8), 47=-60 (LC 8), 48=-59 (LC 8), 49=-59 (LC 8), 50=-63 (LC 8), 51=-52 (LC 8), 52=-155 (LC 9), 53=-388 (LC 8) Max Grav 27=11 (LC 1), 28=5 (LC 3), 29=71 (LC 1), 30=84 (LC 1), 31=79 (LC 1), 32=18 (LC 3), 33=91 (LC 1), 34=84 (LC 1), 35=86 (LC 1), 36=85 (LC 1), 37=85 (LC 1), 38=85 (LC 1), 39=87 (LC 1), 40=77 (LC 1), 41=97 (LC 1), 42=84 (LC 1), 43=13 (LC 3), 44=78 (LC 1), 45=87 (LC 1), 46=85 (LC 1), 47=85 (LC 1), 48=85 (LC 1), 49=85 (LC 1), 50=87 (LC 1), 51=85 (LC 1), 52=96 (LC 8), 53=384 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-53=-380/395, 1-2=0/5, 2-3=-176/41, 3-5=-193/42, 5-6=-184/40, 6-7=-174/38, 7-8=-164/36, 8-9=-154/34, 9-10=-143/32, 10-11=-133/30, 11-12=-123/27, 12-13=-115/26, 13-15=-105/23, 15-16=-94/20, 16-17=-85/19, 17-18=-75/16, 18-19=-65/14, 19-20=-55/12, 20-21=-44/10, 21-22=-34/8, 22-23=-24/6, 23-24=-15/5, 24-25=-21/5, 25-26=-10/3, 26-27=-2/1 BOT CHORD 52-53=-201/67, 51-52=-19/4, 50-51=-19/4, 49-50=-19/4, 48-49=-19/4, 47-48=-19/4, 46-47=-19/4, 45-46=-19/4, 44-45=-19/4, 43-44=-19/4, 42-43=0/0, 13-42=-75/108, 41-42=-19/5, 40-41=-18/5, 39-40=-18/5, 38-39=-18/5, 37-38=-18/5, 36-37=-18/5, 35-36=-18/5, 34-35=-18/5, 33-34=-18/5, 32-33=-19/5, 31-32=0/0, 24-31=-72/109, 30-31=0/0, 29-30=0/0, 28-29=0/0 WEBS 3-52=-148/91, 5-51=-71/103, 6-50=-74/114, 7-49=-72/110, 8-48=-72/111, 9-47=-72/110, 10-46=-72/110, 11-45=-74/115, 12-44=-62/89, 15-41=-85/126, 16-40=-64/98, 17-39=-74/113, 18-38=-72/110, 19-37=-72/110, 20-36=-72/110, 21-35=-72/110, 22-34=-71/112, 23-33=-75/107, 25-30=-72/118, 26-29=-59/89, 2-52=-116/338 NOTES (13) 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.0psf; BCDL=3.0psf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp D; Enclosed; MWFRS (directional) and C-C Corner (3) -2-8-0 to 12-4-0, Exterior (2) 12-4-0 to 15-0-0, Corner (3) 15-0-0 to 30-0-0 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 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. Job Truss Truss Type Qty Ply 831 Beach Ave T29533359C01Monopitch11E7188Job Reference (optional) Gleckler and Sons Building Supplies, Jacksonville, FL - 32209,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Fri Jan 06 07:37:48 Page: 1 ID:bVdkvNHkonFGJWqLjCVX3czOViS-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 January 6,2023 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge Rd Chesterfield, MO 63017 3)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Plates checked for a plus or minus 5 degree rotation about its center. 6)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7)Gable studs spaced at 1-4-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 10)Bearing at joint(s) 42, 32 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 388 lb uplift at joint 53, 4 lb uplift at joint 43, 50 lb uplift at joint 42, 1 lb uplift at joint 32, 10 lb uplift at joint 27, 155 lb uplift at joint 52, 52 lb uplift at joint 51, 63 lb uplift at joint 50, 59 lb uplift at joint 49, 59 lb uplift at joint 48, 60 lb uplift at joint 47, 55 lb uplift at joint 46, 50 lb uplift at joint 45, 31 lb uplift at joint 44, 61 lb uplift at joint 41, 39 lb uplift at joint 40, 50 lb uplift at joint 39, 60 lb uplift at joint 38, 59 lb uplift at joint 37, 60 lb uplift at joint 36, 59 lb uplift at joint 35, 62 lb uplift at joint 34, 51 lb uplift at joint 33, 72 lb uplift at joint 30, 45 lb uplift at joint 29 and 57 lb uplift at joint 31. 12)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 32. 13)This information is property of Gleckler LLC and cannot be copied, modified, built from or used in any way without prior written consent from Gleckler LLC. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 831 Beach Ave T29533359C01Monopitch11E7188Job Reference (optional) Gleckler and Sons Building Supplies, Jacksonville, FL - 32209,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Fri Jan 06 07:37:48 Page: 2 ID:bVdkvNHkonFGJWqLjCVX3czOViS-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge Rd Chesterfield, MO 63017 112 112=3x6 =3x10 =5x10 =3x6 =6x8 =4x6 =4x6 =2x4 =2x4 =MT20HS 3x10 =5x6 =3x4 =5x8 =3x4 =4x6 =2x4 =3x4 =6x8 =3x10 =3x10 =7x6 =7x6 =2x4 26 25 24 23 22 21 20 19 1 2 17 27 3 18 16 151413 28 4 29 5 30 6 31 7 8 9 10 1112 2-2-8 26-11-4 2-8-0 -2-8-0 3-0-12 30-0-0 4-6-2 24-8-12 4-6-4 20-2-10 4-6-6 15-8-6 5-4-6 11-2-0 5-9-10 5-9-10 0-5-4 30 -0-0 0-1-12 13-3-12 0-10 -12 27-10-0 1-10-4 13-2-0 1-8-12 29-6-12 2-0-12 26 -11-4 2-2-14 15-6-10 4-7-14 24-10-8 4-8-0 20-2-10 5-6-2 11-3-12 5-9-10 5-9-104-7-112-1-110-10-110-2-120-10-110-10-111-4-82-3-40-2-122-6-0Scale = 1:58.6 Plate Offsets (X, Y):[8:0-3-0,Edge], [14:0-3-0,0-4-8], [15:0-3-0,0-4-2], [18:0-2-8,0-4-4], [20:0-3-0,0-3-0], [22:0-6-0,0-3-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL)0.60 20-21 >592 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT)-0.61 20-21 >588 180 MT20HS 187/143 BCLL 0.0 *Rep Stress Incr YES WB 0.75 Horz(CT)-0.08 13 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 184 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 *Except* 1-5:2x4 SP DSS BOT CHORD 2x4 SP No.2 *Except* 24-4,17-9:2x4 SP No.3, 18-13:2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 26-2:2x6 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-7-13 oc bracing. WEBS 1 Row at midpt 2-25, 22-25, 3-22 REACTIONS (size)13= Mechanical, 26=0-7-4 Max Horiz 26=224 (LC 9) Max Uplift 13=-601 (LC 9), 26=-759 (LC 8) Max Grav 13=946 (LC 1), 26=1115 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/13, 2-3=-1772/2055, 3-4=-3340/3939, 4-6=-3717/4414, 6-7=-3344/3979, 7-9=-2380/2847, 9-10=-2291/2756, 10-11=-105/137, 11-12=-2/0, 11-14=-107/156, 2-26=-1083/1318 BOT CHORD 25-26=-327/168, 24-25=-526/420, 23-24=0/0, 22-24=-14/105, 4-22=-409/569, 21-22=-4309/3466, 19-21=-4573/3709, 17-19=-2262/1860, 15-17=-1908/1552, 17-18=-99/196, 9-18=-191/294, 16-18=-85/71, 15-16=-85/71, 14-15=-1956/1589, 13-14=0/0 WEBS 2-25=-2138/1855, 22-25=-1898/1436, 3-25=-804/1052, 3-22=-1789/1531, 7-18=-982/1196, 6-20=-40/102, 4-20=-283/247, 6-19=-393/516, 7-19=0/128, 18-19=-1862/1502, 10-16=-551/483, 10-18=-1009/833, 10-14=-1730/2100, 21-23=-85/68 NOTES (9) 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.0psf; BCDL=3.0psf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp D; Enclosed; MWFRS (directional) and C-C Corner (3) -2-8-0 to 12-4-0, Exterior (2) 12-4-0 to 15-0-0, Corner (3) 15-0-0 to 30-0-0 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 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)All plates are MT20 plates unless otherwise indicated. 4)Plates checked for a plus or minus 5 degree rotation about its center. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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 759 lb uplift at joint 26 and 601 lb uplift at joint 13. 9)This information is property of Gleckler LLC and cannot be copied, modified, built from or used in any way without prior written consent from Gleckler LLC. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 831 Beach Ave T29533360C02Monopitch91E7188Job Reference (optional) Gleckler and Sons Building Supplies, Jacksonville, FL - 32209,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Fri Jan 06 07:37:49 Page: 1 ID:vKPWAeQGh3AN9fWE4QoyAYzOVnQ-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f January 6,2023 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge Rd Chesterfield, MO 63017 112 112=3x6 =4x6 =4x6 =3x4 =7x8 =3x6 =6x8 =4x6 =4x6 =2x4 =2x4 =MT20HS 3x10 =5x8 =3x4 =5x8 =3x4 =4x6 =3x4 =3x4 =7x8 =3x10 =3x10 =7x6 =7x6 =2x4 28 27 26 25 24 23 22 21 20 1 2 18 3 29 4 19 17 161514 30 5 31 6 32 7 33 8 934 10 11 1213 1-0-0 -1-0-0 2-2-8 28 -7-4 2-11-4 31-6-8 4-2-10 12-10-0 4-2-12 8-7-6 4-6-2 26-4-12 4-6-4 21-10-10 4-6-6 17-4-6 4-4-10 4-4-10 0-5-4 31-6-8 0-1-12 14-11-12 0-10-12 29-6-0 1-7-4 31-1-4 1-10 -4 14-10-0 2-0-12 28-7-4 2-2-14 17 -2-10 4-2-12 8-7-6 4-4-10 4-4-10 4-4-6 12-11-12 4-7-14 26 -6-8 4-8-0 21 -10 -104-7-92-0-02-1-90-10-110-2-120-10-110-10-111-4-82-3-40-2-122-6-0Scale = 1:60.3 Plate Offsets (X, Y):[9:0-3-0,Edge], [15:0-3-0,0-4-8], [16:0-3-0,0-4-2], [19:0-2-8,0-4-8], [21:0-4-0,0-3-4], [23:0-2-0,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL)0.66 21-22 >571 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT)-0.68 21-22 >553 180 MT20HS 187/143 BCLL 0.0 *Rep Stress Incr YES WB 0.95 Horz(CT)-0.08 14 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 190 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 *Except* 1-6:2x4 SP DSS BOT CHORD 2x4 SP No.2 *Except* 25-5,18-10:2x4 SP No.3, 19-14:2x6 SP No.2, 23-21:2x4 SP DSS WEBS 2x4 SP No.3 *Except* 28-2:2x6 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS (size)14= Mechanical, 28=0-7-4 Max Horiz 28=219 (LC 9) Max Uplift 14=-611 (LC 9), 28=-654 (LC 8) Max Grav 14=1002 (LC 1), 28=1068 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/6, 2-3=-1757/1999, 3-4=-2533/2878, 4-5=-3887/4458, 5-7=-4136/4770, 7-8=-3610/4168, 8-10=-2483/2882, 10-11=-2398/2798, 11-12=-105/135, 12-13=-2/0, 12-15=-104/147, 2-28=-1038/1207 BOT CHORD 27-28=-393/188, 26-27=-2249/1740, 25-26=-567/463, 24-25=0/0, 23-25=-24/102, 5-23=-319/445, 22-23=-4833/4030, 20-22=-4917/4123, 18-20=-2321/1971, 16-18=-1944/1633, 18-19=-104/197, 10-19=-186/280, 17-19=-41/41, 16-17=-41/41, 15-16=-1942/1628, 14-15=0/0 WEBS 2-27=-2060/1818, 8-19=-1142/1347, 7-21=-13/101, 5-21=-125/94, 7-20=-551/686, 8-20=-12/157, 19-20=-1983/1654, 4-23=-1576/1371, 3-27=-666/831, 3-26=-968/871, 4-26=-804/999, 23-26=-2639/2156, 11-17=-570/513, 11-19=-1073/915, 11-15=-1797/2114, 22-24=-86/75 NOTES (9) 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.0psf; BCDL=3.0psf; h=25ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp D; Enclosed; MWFRS (directional) and C-C Corner (3) -1-0-0 to 14-0-0, Exterior (2) 14-0-0 to 16-6-8, Corner (3) 16-6-8 to 31-6-8 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 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)All plates are MT20 plates unless otherwise indicated. 4)Plates checked for a plus or minus 5 degree rotation about its center. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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 654 lb uplift at joint 28 and 611 lb uplift at joint 14. 9)This information is property of Gleckler LLC and cannot be copied, modified, built from or used in any way without prior written consent from Gleckler LLC. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 831 Beach Ave T29533361C04Monopitch71E7188Job Reference (optional) Gleckler and Sons Building Supplies, Jacksonville, FL - 32209,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Fri Jan 06 07:37:49 Page: 1 ID:9tAlY1r7gP60dukIPh5r30zOXiq-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f January 6,2023 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge Rd Chesterfield, MO 63017 112 112=3x6 =3x10 =5x10 =3x6 =6x8 =4x6 =4x6 =2x4 =2x4 =MT20HS 3x10 =5x6 =3x4 =5x8 =3x4 =4x6 =2x4 =3x4 =6x8 =3x10 =3x10 =7x6 =7x6 =2x4 26 25 24 23 22 21 20 19 1 2 17 27 3 18 16 151413 28 4 29 5 30 6 31 7 832 9 10 1112 0-5-4 29 -10 -8 2-2-8 26 -11-4 2-6-0 29-5-4 2-8-0 -2-8-0 4-6-3 20-2-9 4-6-3 24 -8-12 4-6-6 15-8-6 5-4-6 11-2-0 5-9-10 5-9-10 0-5-4 29 -10 -8 0-1-12 13 -3-12 0-10-12 27-10-0 1-7-4 29-5-4 1-10 -4 13-2-0 2-0-12 26-11-4 2-2-14 15 -6-10 4-7-15 24-10-8 4-7-15 20-2-9 5-6-2 11-3-12 5-9-10 5-9-104-7-92-1-112-1-90-10-110-2-120-10-110-10-111-4-82-3-40-2-122-6-0Scale = 1:60.3 Plate Offsets (X, Y):[8:0-3-0,Edge], [14:0-3-0,0-4-8], [15:0-3-0,0-4-2], [18:0-2-8,0-4-4], [20:0-3-0,0-3-0], [22:0-6-0,0-3-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL)0.59 20-21 >597 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT)-0.60 20-21 >593 180 MT20HS 187/143 BCLL 0.0 *Rep Stress Incr YES WB 0.75 Horz(CT)-0.08 13 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 184 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 *Except* 1-5:2x4 SP DSS BOT CHORD 2x4 SP No.2 *Except* 24-4,17-9:2x4 SP No.3, 18-13:2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 26-2:2x6 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-8-1 oc bracing. WEBS 1 Row at midpt 3-22, 2-25, 22-25 REACTIONS (size)13= Mechanical, 26=0-7-4 Max Horiz 26=211 (LC 12) Max Uplift 13=-595 (LC 9), 26=-753 (LC 8) Max Grav 13=942 (LC 1), 26=1111 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/13, 2-3=-1762/2057, 3-4=-3318/3932, 4-6=-3685/4386, 6-7=-3305/3926, 7-9=-2317/2760, 9-10=-2232/2673, 10-11=-13/4, 11-12=-2/0, 2-26=-1079/1322 BOT CHORD 25-26=-279/112, 24-25=-520/417, 23-24=0/0, 22-24=-14/104, 4-22=-405/563, 21-22=-4255/3443, 19-21=-4512/3676, 17-19=-2204/1819, 15-17=-1843/1505, 17-18=-93/188, 9-18=-180/280, 16-18=-70/69, 15-16=-70/69, 14-15=-1876/1543, 13-14=0/0 WEBS 3-22=-1779/1518, 2-25=-2109/1845, 11-14=-88/130, 10-16=-617/535, 10-18=-988/818, 10-14=-1802/2191, 7-18=-1005/1231, 6-20=-36/94, 4-20=-266/237, 6-19=-401/524, 7-19=0/131, 18-19=-1851/1503, 3-25=-799/1051, 22-25=-1863/1429, 21-23=-84/68 NOTES (9) 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.0psf; BCDL=3.0psf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp D; Enclosed; MWFRS (directional) and C-C Corner (3) -2-8-0 to 12-4-0, Exterior (2) 12-4-0 to 14-10-8, Corner (3) 14-10-8 to 29-10-8 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 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)All plates are MT20 plates unless otherwise indicated. 4)Plates checked for a plus or minus 5 degree rotation about its center. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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 753 lb uplift at joint 26 and 595 lb uplift at joint 13. 9)This information is property of Gleckler LLC and cannot be copied, modified, built from or used in any way without prior written consent from Gleckler LLC. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 831 Beach Ave T29533362C05Monopitch31E7188Job Reference (optional) Gleckler and Sons Building Supplies, Jacksonville, FL - 32209,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Fri Jan 06 07:37:50 Page: 1 ID:MxFIAXMC2iag6D4Usw4CQizOkcU-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f January 6,2023 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge Rd Chesterfield, MO 63017 112 112=3x6 =3x10 =4x6 =3x6 =3x6 =3x4 =MT20HS 3x10 =3x4 =3x4 =5x6 WB =5x8 =3x4 =4x6 =2x4 =3x4 =6x8 =3x10 =3x10 =7x6 =7x6 =2x4 24 23 22 21 20 19 1 2 17 3 18 16 151413 4 25 5 6 26 7 27 8 9 10 1112 2-2-8 26-10-12 2-8-8 -2-8-8 2-11-4 29-10-0 4-10-14 14-10-5 4-10 -14 9-11-6 4-10-14 19-9-3 4-11-1 24-8-4 5-0-8 5-0-8 0-6-12 0-6-12 0-5-4 29-10-0 1-1-1 15-11-6 0-11-4 27 -10-0 1-6-12 29-4-12 2-0-12 26-10-12 3-9-13 19-9-3 4-5-12 5-0-8 4-10-14 14-10-5 4-10 -14 9-11-6 5-0-13 24 -10 -04-7-92-1-112-1-90-2-122-3-42-3-40-2-122-6-0Scale = 1:59.9 Plate Offsets (X, Y):[8:0-3-0,Edge], [14:0-3-0,0-4-8], [15:0-3-0,0-4-2], [18:0-2-8,0-4-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL)0.62 19-21 >568 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT)-0.62 19-21 >569 180 MT20HS 187/143 BCLL 0.0 *Rep Stress Incr YES WB 0.92 Horz(CT)-0.09 13 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 172 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 *Except* 5-8:2x4 SP DSS BOT CHORD 2x4 SP No.2 *Except* 17-9:2x4 SP No.3, 18-13:2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 24-2:2x6 SP No.2 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-7-13 oc bracing. WEBS 1 Row at midpt 2-23 REACTIONS (size)13= Mechanical, 24=0-6-12 Max Horiz 24=225 (LC 9) Max Uplift 13=-600 (LC 9), 24=-763 (LC 8) Max Grav 13=941 (LC 1), 24=1112 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-24=-1080/1342, 1-2=0/13, 2-3=-1960/2342, 3-4=-3235/3845, 4-6=-3742/4446, 6-7=-3339/3980, 7-9=-2366/2841, 9-10=-2254/2720, 10-11=-101/133, 11-12=-2/0, 11-14=-106/155 BOT CHORD 23-24=-298/158, 22-23=-2591/1949, 21-22=-4061/3227, 19-21=-4613/3733, 17-19=-2183/1791, 15-17=-1855/1495, 17-18=-89/196, 9-18=-236/360, 16-18=-50/67, 15-16=-50/67, 14-15=-1869/1513, 13-14=0/0 WEBS 2-23=-2418/2054, 18-19=-1941/1558, 3-23=-726/947, 3-22=-1548/1330, 4-22=-455/616, 4-21=-597/528, 6-21=-134/233, 6-19=-424/548, 7-19=0/134, 7-18=-980/1197, 10-16=-545/472, 10-18=-1067/879, 10-14=-1667/2030 NOTES (10) 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.0psf; BCDL=3.0psf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp D; Enclosed; MWFRS (directional) and C-C Corner (3) -2-8-8 to 12-3-8, Exterior (2) 12-3-8 to 14-10-0, Corner (3) 14-10-0 to 29-10-0 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 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)All plates are MT20 plates unless otherwise indicated. 4)Plates checked for a plus or minus 5 degree rotation about its center. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Refer to girder(s) for truss to truss connections. 8)Bearing at joint(s) 24 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 763 lb uplift at joint 24 and 600 lb uplift at joint 13. 10)This information is property of Gleckler LLC and cannot be copied, modified, built from or used in any way without prior written consent from Gleckler LLC. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 831 Beach Ave T29533363C06Monopitch21E7188Job Reference (optional) Gleckler and Sons Building Supplies, Jacksonville, FL - 32209,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Fri Jan 06 07:37:51 Page: 1 ID:MxFIAXMC2iag6D4Usw4CQizOkcU-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f January 6,2023 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge Rd Chesterfield, MO 63017 112 112=3x6 =3x6 =3x4 =3x4 =3x4 =3x4 =4x8 =MT20HS 10x14 =4x8 =3x4 =4x8 =4x6 =3x4 =3x6 =10x12 =7x6 =2x4 20 19 18 17 1 16222123 2 15 26 3 14 131211 27 4 28 5 29 30 6 7 31 8 910 2-8-8 -2-8-8 3-1-12 29-10-0 6-5-14 26 -8-4 6-7-8 20-2-6 6-7-12 13-6-14 6-11-2 6-11-2 0-5-4 29 -10-0 0-6-12 0-6-12 0-1-0 13-11-8 1-0-0 27 -10-0 0-8-4 13-10-8 1-6-12 29 -4-12 6-3-2 13-2-4 6-2-14 20-2-6 6-4-6 6-11-2 6-7-10 26 -10 -04-7-92-1-112-1-90-0-120-2-121-0-101-0-100-0-121-1-60-10-102-0-00-3-42-3-40-2-122-6-0Scale = 1:62.2 Plate Offsets (X, Y):[13:0-4-8,0-2-8], [21:0-3-6,Edge], [21:0-4-10,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL)0.08 15-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT)-0.10 16-17 >999 180 MT20HS 187/143 BCLL 0.0 *Rep Stress Incr YES WB 0.93 Horz(CT)-0.02 11 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 166 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 15-8:2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 20-2:2x6 SP No.2 OTHERS 2x10 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-5-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-4-13 oc bracing. REACTIONS (size)11= Mechanical, 20=0-6-12, 21=0-7-4 Max Horiz 20=227 (LC 9) Max Uplift 11=-351 (LC 9), 20=-499 (LC 8), 21=-565 (LC 12) Max Grav 11=485 (LC 1), 20=559 (LC 1), 21=998 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-20=-527/670, 1-2=0/13, 2-3=-651/706, 3-24=-244/128, 5-24=-808/516, 5-25=-907/584, 6-25=-245/133, 6-8=-815/974, 8-9=-95/120, 9-10=-2/0, 9-12=-62/88 BOT CHORD 16-17=-1182/978, 15-16=-541/473, 13-15=-550/398, 14-15=0/149, 8-14=-118/255, 13-14=-394/363, 12-13=-933/759, 11-12=0/0, 19-20=-350/184, 18-19=-912/636 WEBS 2-19=-662/632, 3-19=-106/238, 3-18=-719/972, 6-17=-1146/1375, 6-16=0/192, 14-16=-632/514, 6-14=-183/204, 8-12=-797/960, 5-21=-1207/790, 18-21=-280/238, 21-24=-280/238, 17-21=-414/381, 21-25=-414/381 NOTES (10) 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.0psf; BCDL=3.0psf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp D; Enclosed; MWFRS (directional) and C-C Corner (3) -2-8-8 to 12-3-8, Exterior (2) 12-3-8 to 14-10-0, Corner (3) 14-10-0 to 29-10-0 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 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)All plates are MT20 plates unless otherwise indicated. 4)Plates checked for a plus or minus 5 degree rotation about its center. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Refer to girder(s) for truss to truss connections. 8)Bearing at joint(s) 20, 21 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 499 lb uplift at joint 20, 351 lb uplift at joint 11 and 565 lb uplift at joint 21. 10)This information is property of Gleckler LLC and cannot be copied, modified, built from or used in any way without prior written consent from Gleckler LLC. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 831 Beach Ave T29533364C07Monopitch41E7188Job Reference (optional) Gleckler and Sons Building Supplies, Jacksonville, FL - 32209,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Fri Jan 06 07:37:51 Page: 1 ID:?vLirZTPEGN1s??S55G4yJzOkdd-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f January 6,2023 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge Rd Chesterfield, MO 63017 112 112=7x10 =3x4 =3x4 =3x4 =6x8 =4x6 =7x6 =3x6 =7x6 =3x4 =4x8 =3x4 =3x4 =4x6 =4x8 =4x8 =3x4 =3x6 =6x8 =3x6 =7x6 37 36 35 34 33 4239 32 31274341263840 25 24 1 2 3 4 23 30 5 44 29 28 51 6 22 78 4746 52 20 19 9 21 10 45 1153 50 12 54 13 48 49 14 5515 16 17 18 0-10-13 15-11-1 1-3-8 15-0-4 1-3-8 13 -8-12 2-2-14 4-2-12 3-0-7 18-11-8 1-11-15 1-11-15 2-8-8 -2-8-8 3-9-8 22 -9-0 3-10 -8 30-6-12 3-11-4 26-8-4 4-1-3 8-3-15 4-1-5 12 -5-4 0-3-8 26-10-0 0-6-12 0-6-12 0-1-12 13-10-8 0-1-12 13-8-12 1-0-0 14-10-8 1-0-0 13-7-0 3-8-0 4-2-12 3-8-12 30-6-12 3-9-8 26-6-8 3-9-8 22 -9-0 4-1-0 18 -11-8 4-1-3 8-3-15 4-3-1 12-7-04-4-122-1-111-10-120-4-00-10-110-11-01-10-31-10-30-5-82-3-111-1-01-1-00-11-02-0-00-2-02-2-00-4-02-6-0Scale = 1:66 Plate Offsets (X, Y):[21:0-6-4,0-4-4], [28:0-2-12,0-2-0], [30:0-2-6,0-3-6], [33:0-4-0,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL)0.11 23-24 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT)-0.11 23 >999 180 BCLL 0.0 *Rep Stress Incr YES WB 0.52 Horz(CT)-0.02 19 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 193 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 22-16,11-26,9-32:2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 37-2,18-19:2x6 SP No.2 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-4-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-9-5 oc bracing. Except: 10-0-0 oc bracing: 21-22, 26-28, 30-32 REACTIONS (size)19=0-7-4, 27=13-10-8, 29=0-3-8, 31=13-10-8, 32=13-10-8, 34=13-10-8, 35=13-10-8, 36=13-10-8, 37=13-10-8 Max Horiz 37=208 (LC 9) Max Uplift 19=-335 (LC 9), 27=-5 (LC 8), 29=-621 (LC 9), 31=-16 (LC 3), 32=-140 (LC 1), 34=-119 (LC 8), 35=-140 (LC 8), 36=-23 (LC 9), 37=-345 (LC 8) Max Grav 19=488 (LC 1), 27=6 (LC 1), 29=1059 (LC 1), 31=6 (LC 8), 32=153 (LC 9), 34=174 (LC 1), 35=244 (LC 1), 36=92 (LC 3), 37=241 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-37=-247/352, 1-2=0/5, 2-4=-258/136, 4-5=-253/143, 5-6=-145/94, 6-7=-141/105, 7-8=-129/95, 8-9=-136/87, 9-10=-1075/850, 10-11=-167/69, 11-13=-83/71, 13-14=-1183/1377, 14-15=-1174/1379, 15-16=-1079/1283, 16-17=-66/71, 17-18=-62/80, 18-19=-54/73 BOT CHORD 26-27=0/3, 25-26=-56/60, 24-25=-1142/931, 23-24=-1139/931, 22-23=-597/506, 21-22=-56/97, 16-21=-310/299, 20-21=-1377/1127, 19-20=-1380/1128, 29-30=-231/232, 28-29=-843/980, 26-28=0/97, 11-28=-141/232, 30-32=-192/206, 9-30=-201/219, 36-37=-229/112, 35-36=-227/111, 34-35=-147/97, 33-34=-151/103, 32-33=-7/19, 31-32=-4/1 WEBS 16-49=-1155/1398, 49-50=-1142/1373, 19-50=-1163/1408, 10-29=-603/686, 13-25=-168/269, 15-23=-214/325, 5-35=-222/301, 2-38=-144/256, 38-39=-135/240, 35-39=-137/244, 5-40=-288/267, 40-41=-329/297, 41-42=-300/276, 33-42=-308/277, 8-33=-208/323, 33-43=-309/161, 30-43=-308/164, 25-28=-1059/861, 13-28=-880/1016, 9-29=-669/826, 10-28=-1022/883, 13-45=-307/271, 45-46=-295/260, 23-46=-288/255, 23-47=-882/715, 21-47=-865/701, 15-48=-119/147, 21-48=-134/164, 8-44=-231/262, 30-44=-233/265, 36-38=-33/45, 4-39=-24/23, 34-40=-108/147, 6-41=-82/118, 7-42=-120/96, 43-44=-9/2, 24-45=-27/28, 14-46=-12/20, 47-48=-86/69, 20-49=-43/79, 17-50=-65/107 NOTES (12) 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.0psf; BCDL=3.0psf; h=25ft; B=45ft; L=31ft; eave=4ft; Cat. II; Exp D; Enclosed; MWFRS (directional) and C-C Corner (3) -2-8-8 to 12-3-8, Exterior (2) 12-3-8 to 15-4-0, Corner (3) 15-4-0 to 30-4-0 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 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)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Plates checked for a plus or minus 5 degree rotation about its center. 6)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7)Gable studs spaced at 1-4-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 10)Bearing at joint(s) 37, 32, 35, 31, 36, 34 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. Job Truss Truss Type Qty Ply 831 Beach Ave T29533365C08Monopitch Structural Gable 1 1E7188 Job Reference (optional) Gleckler and Sons Building Supplies, Jacksonville, FL - 32209,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Fri Jan 06 07:37:52 Page: 1 ID:JoEBN4Rb6SuWsauPRbnSqbzOkhX-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 January 6,2023 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge Rd Chesterfield, MO 63017 11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 345 lb uplift at joint 37, 335 lb uplift at joint 19, 5 lb uplift at joint 27, 140 lb uplift at joint 32, 140 lb uplift at joint 35, 16 lb uplift at joint 31, 23 lb uplift at joint 36, 119 lb uplift at joint 34 and 621 lb uplift at joint 29. 12)This information is property of Gleckler LLC and cannot be copied, modified, built from or used in any way without prior written consent from Gleckler LLC. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 831 Beach Ave T29533365C08Monopitch Structural Gable 1 1E7188 Job Reference (optional) Gleckler and Sons Building Supplies, Jacksonville, FL - 32209,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Fri Jan 06 07:37:52 Page: 2 ID:JoEBN4Rb6SuWsauPRbnSqbzOkhX-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge Rd Chesterfield, MO 63017=3x10 =8x10 =8x10 =8x10 =6x12 =8x10 =3x10 =3x10 =8x10 =6x12 =8x10 =8x10 =8x10 =3x10 NAILED NAILED NAILED NAILED NAILED NAILED NAILED HGUS26 -2 HGUS26 -2 HGUS26 -2 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 15 18 19 14 20 1321 12 22 23 24 11 10 9 8 25 26 27 28 1 2 16 3 4 5 17 6 7 3-2-6 3-5-14 10-7-5 3-5-14 7-1-7 3-5-14 14-1-2 3-7-10 3-7-10 3-7-10 17-8-12 1-2-8 17-8-12 2-5-2 16-6-4 3-5-14 10-7-5 3-5-14 7-1-7 3-5-14 14-1-2 3-7-10 3-7-102-11-31-8-11Scale = 1:46 Plate Offsets (X, Y):[2:0-3-8,0-4-0], [4:0-3-8,0-4-0], [6:0-3-8,0-4-0], [8:Edge,0-5-8], [10:0-3-8,0-5-8], [11:0-5-12,0-1-8], [12:0-3-8,0-4-0], [14:0-3-8,0-4-0], [15:0-5-8,0-1-8] Loading (psf)Spacing 1-4-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL)0.12 12-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.48 Vert(CT)-0.14 12-14 >999 180 BCLL 0.0 *Rep Stress Incr NO WB 0.62 Horz(CT)0.02 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MS Weight: 292 lb FT = 20% LUMBER TOP CHORD 2x8 SP DSS BOT CHORD 2x8 SP DSS WEBS 2x4 SP No.3 *Except* 14-1,12-2,10-4,8-6:2x4 SP No.2 BRACING TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-7, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-9-11 oc bracing. REACTIONS (size)8=1-5-4, 9=0-5-8, 15=0-7-4 Max Horiz 15=-85 (LC 6) Max Uplift 8=-214 (LC 1), 9=-3954 (LC 5), 15=-2317 (LC 4) Max Grav 8=157 (LC 4), 9=6233 (LC 1), 15=3436 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-15=-3223/2186, 1-2=-4648/3116, 2-3=-6965/4610, 3-4=-6965/4610, 4-6=-3916/2537, 6-7=-32/37, 7-8=-54/50 BOT CHORD 14-15=-114/108, 12-14=-3125/4648, 11-12=-4640/6965, 10-11=-4640/6965, 9-10=-2576/3916, 8-9=-2576/3916 WEBS 1-14=-3705/5493, 2-14=-1664/1128, 2-12=-1822/2786, 3-12=-115/199, 4-11=-1137/1736, 4-10=-3666/2505, 6-10=-1596/2461, 6-8=-4732/3089 NOTES (14) 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: 2x8 - 2 rows staggered at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 2-14 2x4 - 1 row at 0-7-0 oc, Except member 4-11 2x4 - 1 row at 0-7-0 oc, Except member 6-10 2x4 - 1 row at 0-7-0 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 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.0psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5)Provide adequate drainage to prevent water ponding. 6)All plates are 8x10 MT20 unless otherwise indicated. 7)Plates checked for a plus or minus 5 degree rotation about its center. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2317 lb uplift at joint 15, 214 lb uplift at joint 8 and 3954 lb uplift at joint 9. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12)Use Simpson Strong-Tie HGUS26-2 (20-10d Girder, 6-10d Truss) or equivalent spaced at 2-1-8 oc max. starting at 12-8-4 from the left end to 16-5-4 to connect truss(es) to front face of bottom chord. 13)Fill all nail holes where hanger is in contact with lumber. 14)"NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails per NDS guidelines. 15)This information is property of Gleckler LLC and cannot be copied, modified, built from or used in any way without prior written consent from Gleckler LLC. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-7=-40, 8-15=-13 Concentrated Loads (lb) Job Truss Truss Type Qty Ply 831 Beach Ave T29533366D01Monopitch12E7188Job Reference (optional) Gleckler and Sons Building Supplies, Jacksonville, FL - 32209,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Fri Jan 06 07:37:53 Page: 1 ID:bKTSUZBe3j1TL0at11mAbEzOXu?-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 January 6,2023 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Vert: 13=-655 (F), 14=-328 (F), 11=-328 (F), 10=-326 (B), 9=-1207 (F), 18=-328 (F), 19=-326 (B), 20=-326 (B), 21=-326 (B), 22=-654 (F=-328, B=-326), 23=-328 (F), 24=-326 (B), 25=-326 (B), 26=-1207 (F), 27=-1207 (F), 28=-326 (B) Job Truss Truss Type Qty Ply 831 Beach Ave T29533366D01Monopitch12E7188Job Reference (optional) Gleckler and Sons Building Supplies, Jacksonville, FL - 32209,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Fri Jan 06 07:37:53 Page: 2 ID:bKTSUZBe3j1TL0at11mAbEzOXu?-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge Rd Chesterfield, MO 63017 =3x4 =2x4 =3x4 =3x4 =3x4 =2x4 =2x4 =3x4 =3x4 =3x4 =2x4 =3x6 =3x4 21 20 19 18 17 16 15 14 13 12 11 22 1 2 3 4 5 6 7 8 9 10 0-8-00-1-8 1-1-9 1-3-0 1-3-15 2-0-0 1-0-0 8-3-8 1-0-0 9-3-8 3-0-3 18-7-8 6-3-13 15-7-5 7-3-8 7-3-81-8-01-8-0Scale = 1:34.3 Plate Offsets (X, Y):[1:Edge,0-1-8], [4:0-1-8,Edge], [5:0-1-8,Edge], [11:Edge,0-1-8], [16:0-1-8,Edge], [17:0-1-8,Edge], [22:0-1-8,0-1-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.62 Vert(LL)-0.12 17-18 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.47 Vert(CT)-0.16 17-18 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(CT)0.02 13 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 108 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP DSS(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14,12-13. REACTIONS (size)11= Mechanical, 13=0-7-10, 21=0-7-8 Max Uplift 11=-356 (LC 3) Max Grav 11=58 (LC 7), 13=1486 (LC 1), 21=771 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-21=-766/0, 10-11=-50/365, 1-2=-596/0, 2-3=-1403/0, 3-4=-1744/0, 4-5=-1709/0, 5-6=-1709/0, 6-7=-991/0, 7-8=-199/294, 8-9=0/368, 9-10=0/368 BOT CHORD 20-21=0/31, 19-20=0/1116, 18-19=0/1674, 17-18=0/1709, 16-17=0/1709, 15-16=0/1406, 14-15=0/589, 13-14=-861/0, 12-13=-861/0, 11-12=0/0 WEBS 4-17=-275/3, 5-16=-279/0, 8-13=-1445/0, 1-20=0/871, 2-20=-825/0, 2-19=0/457, 3-19=-431/0, 3-18=0/205, 4-18=-151/198, 8-14=0/1039, 7-14=-998/0, 7-15=0/640, 6-15=-659/0, 6-16=0/567, 10-12=-539/0, 9-12=-165/3, 8-12=0/720 NOTES (8) 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 4x6 MT20 unless otherwise indicated. 3)Plates checked for a plus or minus 0 degree rotation about its center. 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 11. 6)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION, Do not erect truss backwards. 8)This information is property of Gleckler LLC and cannot be copied, modified, built from or used in any way without prior written consent from Gleckler LLC. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 831 Beach Ave T29533367F01Floor21E7188Job Reference (optional) Gleckler and Sons Building Supplies, Jacksonville, FL - 32209,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Fri Jan 06 07:37:53 Page: 1 ID:3rUYkjSC?HAXfIYcn5AuPszOVbm-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f January 6,2023 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge Rd Chesterfield, MO 63017 =3x4 =2x4 =3x4 =3x4 =3x4 =2x4 =2x4 =3x4 =3x4 =3x6 =3x4 21 20 19 18 17 16 15 14 13 12 11 10 22 1 2 3 4 5 6 7 8 9 0-8-00-1-8 0-8-8 0-7-8 1-3-0 2-0-0 1-0-0 8-3-8 1-0-0 9-3-8 2-2-4 18-7-8 7-1-12 16 -5-4 7-3-8 7-3-81-8-01-8-0Scale = 1:34.3 Plate Offsets (X, Y):[1:Edge,0-1-8], [4:0-1-8,Edge], [5:0-1-8,Edge], [10:Edge,0-1-8], [16:0-1-8,Edge], [17:0-1-8,Edge], [22:0-1-8,0-1-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.50 Vert(LL)-0.11 17-18 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.46 Vert(CT)-0.15 17-18 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(CT)0.02 12 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 108 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP DSS(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13,11-12. REACTIONS (size)10= Mechanical, 12=0-3-8, 21=0-7-8 Max Uplift 10=-728 (LC 3) Max Grav 10=-94 (LC 4), 12=1866 (LC 1), 21=795 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-21=-790/0, 9-10=0/743, 1-2=-617/0, 2-3=-1463/0, 3-4=-1847/0, 4-5=-1844/0, 5-6=-1626/0, 6-7=-907/0, 7-8=-32/408, 8-9=0/692 BOT CHORD 20-21=0/32, 19-20=0/1157, 18-19=0/1751, 17-18=0/1844, 16-17=0/1844, 15-16=0/1844, 14-15=0/1347, 13-14=0/436, 12-13=-1010/0, 11-12=-1010/0, 10-11=0/0 WEBS 4-17=-281/62, 5-16=-34/297, 8-12=-1752/0, 1-20=0/903, 2-20=-857/0, 2-19=0/486, 3-19=-458/0, 3-18=0/246, 4-18=-228/174, 8-13=0/1096, 7-13=-1099/0, 7-14=0/751, 6-14=-702/0, 6-15=0/450, 5-15=-573/0, 9-11=-1040/0, 8-11=0/779 NOTES (8) 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 4x6 MT20 unless otherwise indicated. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 728 lb uplift at joint 10. 6)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION, Do not erect truss backwards. 8)This information is property of Gleckler LLC and cannot be copied, modified, built from or used in any way without prior written consent from Gleckler LLC. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 831 Beach Ave T29533368F02Floor31E7188Job Reference (optional) Gleckler and Sons Building Supplies, Jacksonville, FL - 32209,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Fri Jan 06 07:37:54 Page: 1 ID:01Basr5SWZr0WR6nOjdK22zOVax-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f January 6,2023 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge Rd Chesterfield, MO 63017 =3x4 =2x4 =4x6 =4x6 =3x4 =3x4 =3x4 =4x6 =4x6 =2x4 =2x4 =4x6 =4x6 =3x4 =3x4 =3x4 =4x6 =4x6 =3x4 18 17 16 15 14 13 12 11 10 9 19 1 2 3 4 5 6 7 8 0-8-0 0-1-8 0-8-0 1-3-0 2-0-0 1-0-0 8-3-8 1-0-0 9-3-8 7-3-8 7-3-8 7-3-8 16-7-01-8-01-8-0Scale = 1:36 Plate Offsets (X, Y):[1:Edge,0-1-8], [4:0-1-8,Edge], [5:0-1-8,Edge], [9:Edge,0-1-8], [13:0-1-8,Edge], [14:0-1-8,Edge], [19:0-1-8,0-1-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.49 Vert(LL)-0.13 12-13 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 1.00 Vert(CT)-0.17 12-13 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(CT)0.04 9 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 94 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 13-14. REACTIONS (size)9=0-3-8, 18=0-7-8 Max Grav 9=898 (LC 1), 18=892 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-18=-887/0, 8-9=-893/0, 1-2=-704/0, 2-3=-1706/0, 3-4=-2255/0, 4-5=-2358/0, 5-6=-2255/0, 6-7=-1707/0, 7-8=-703/0 BOT CHORD 17-18=0/36, 16-17=0/1324, 15-16=0/2067, 14-15=0/2358, 13-14=0/2358, 12-13=0/2358, 11-12=0/2067, 10-11=0/1326, 9-10=0/0 WEBS 4-14=-195/220, 5-13=-196/220, 1-17=0/1031, 2-17=-984/0, 2-16=0/607, 3-16=-573/0, 3-15=0/408, 4-15=-479/75, 8-10=0/1056, 7-10=-989/0, 7-11=0/605, 6-11=-571/0, 6-12=0/408, 5-12=-479/75 NOTES (6) 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION, Do not erect truss backwards. 6)This information is property of Gleckler LLC and cannot be copied, modified, built from or used in any way without prior written consent from Gleckler LLC. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 831 Beach Ave T29533369F03Floor71E7188Job Reference (optional) Gleckler and Sons Building Supplies, Jacksonville, FL - 32209,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Fri Jan 06 07:37:54 Page: 1 ID:upQ5iD8zaoLR_2PZdZiGDuzOVat-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f January 6,2023 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge Rd Chesterfield, MO 63017 =4x6 =4x6 =3x6 =2x4 =2x4 =3x6 =3x6 =2x4 =4x6 =4x6 21 20 19 18 17 16 15 14 13 12 11 10 1 2 3 4 5 6 7 8 9 1-3-0 2-0-0 1-3-8 1-4-0 1-0-0 10 -3-8 1-0-0 11-3-8 8-2-8 19 -6-0 9-3-8 9-3-81-8-01-8-0Scale = 1:35.6 Plate Offsets (X, Y):[5:0-1-8,Edge], [10:Edge,0-1-8], [16:0-1-8,Edge], [21:Edge,0-1-8] Loading (psf)Spacing 1-4-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.54 Vert(LL)-0.19 16-17 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.92 Vert(CT)-0.25 16-17 >924 360 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(CT)0.05 10 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 114 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 15-16. REACTIONS (size)10= Mechanical, 21=0-3-8 Max Grav 10=706 (LC 1), 21=706 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-21=-702/0, 9-10=-702/0, 1-2=-563/0, 2-3=-1407/0, 3-4=-1958/0, 4-5=-2180/0, 5-6=-2180/0, 6-7=-1951/0, 7-8=-1407/0, 8-9=-564/0 BOT CHORD 20-21=0/0, 19-20=0/1064, 18-19=0/1752, 17-18=0/1752, 16-17=0/2130, 15-16=0/2180, 14-15=0/2180, 13-14=0/1754, 12-13=0/1754, 11-12=0/1065, 10-11=0/0 WEBS 5-16=-161/19, 6-15=-76/146, 1-20=0/846, 2-20=-796/0, 2-19=0/544, 3-19=-533/0, 3-18=-24/21, 3-17=0/317, 4-17=-274/0, 4-16=-137/323, 9-11=0/847, 8-11=-795/0, 8-12=0/543, 7-12=-535/0, 7-13=-12/32, 7-14=0/336, 6-14=-462/0 NOTES (6) 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)Refer to girder(s) for truss to truss connections. 5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)This information is property of Gleckler LLC and cannot be copied, modified, built from or used in any way without prior written consent from Gleckler LLC. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 831 Beach Ave T29533370F04Floor81E7188Job Reference (optional) Gleckler and Sons Building Supplies, Jacksonville, FL - 32209,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Fri Jan 06 07:37:54 Page: 1 ID:0UJc3FyOV99yokH?ES27O3z8hRf-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f January 6,2023 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge Rd Chesterfield, MO 63017 3x6 FP 3x6 FP =4x6 =4x6 =4x6 =4x6 =3x6 =2x4 =2x4 =2x4 =5x6 =5x6 =2x4 =3x6 =3x6 =2x4 =4x6 =4x6 =4x6 =4x6 =2x4 =2x4 =2x4 36 35 34 33 32 31 3029 28 27 26 25 24 23 22 21 20 19 18 37123456789101112131415163817 0-9-41-1-51-3-0 2-0-0 0-4-7 0-1-8 1-3-8 2-0-0 1-0-0 26-7-12 1-0-0 25-7-12 1-0-0 10 -3-8 1-0-0 11-3-8 1-3-9 24-7-12 3-7-12 30-3-8 9-3-8 9-3-8 12-0-11 23-4-31-8-01-8-0Scale = 1:52.3 Plate Offsets (X, Y): [5:0-1-8,Edge], [6:0-1-8,Edge], [13:0-1-8,Edge], [14:0-1-8,Edge], [15:0-1-8,Edge], [17:0-1-8,Edge], [20:0-1-8,Edge], [21:0-1-8,Edge], [22:0-1-8,Edge], [30:0-1-8,Edge], [31:0-1-8,Edge], [36:Edge,0-1-8], [37:0-1-8,0-1-0] Loading (psf)Spacing 1-4-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.55 Vert(LL)-0.25 29-30 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.73 Vert(CT)-0.34 29-30 >830 360 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(CT)0.05 22 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 173 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) *Except* 8-17:2x4 SP DSS (flat) BOT CHORD 2x4 SP No.2(flat) *Except* 27-36:2x4 SP DSS(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 22-23,21-22,20-21,19-20,18-19. REACTIONS (size)18=0-7-2, 22=0-7-10, 36=0-3-8 Max Uplift 18=-132 (LC 3) Max Grav 18=206 (LC 4), 22=1323 (LC 1), 36=803 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-36=-799/0, 17-18=-211/118, 1-2=-649/0, 2-3=-1650/0, 3-4=-2353/0, 4-5=-2812/0, 5-6=-2812/0, 6-7=-2825/0, 7-9=-2591/0, 9-10=-2591/0, 10-11=-2021/0, 11-12=-1135/0, 12-13=-106/165, 13-14=0/888, 14-15=-177/521, 15-16=-177/521, 16-17=-147/111 BOT CHORD 35-36=0/0, 34-35=0/1228, 33-34=0/2082, 32-33=0/2082, 31-32=0/2619, 30-31=0/2812, 29-30=0/2812, 28-29=0/2763, 26-28=0/2360, 25-26=0/1651, 24-25=0/1651, 23-24=0/632, 22-23=-888/0, 21-22=-521/177, 20-21=-521/177, 19-20=-279/245, 18-19=-5/9 WEBS 5-31=-213/0, 6-30=-373/184, 13-22=-829/0, 14-21=0/209, 15-20=0/327, 1-35=0/976, 2-35=-919/0, 2-34=0/669, 3-34=-667/0, 3-33=-12/38, 3-32=0/417, 4-32=-423/0, 4-31=-3/488, 13-23=0/1115, 12-23=-1057/0, 12-24=0/813, 11-24=-810/0, 11-25=0/4, 11-26=0/583, 10-26=-550/0, 10-28=0/370, 9-28=-55/0, 7-28=-277/0, 7-29=-72/274, 6-29=-348/367, 14-22=-796/0, 17-19=-164/214, 16-19=-155/266, 16-20=-523/0 NOTES (7) 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 132 lb uplift at joint 18. 5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION, Do not erect truss backwards. 7)This information is property of Gleckler LLC and cannot be copied, modified, built from or used in any way without prior written consent from Gleckler LLC. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 831 Beach Ave T29533371F05Floor61E7188Job Reference (optional) Gleckler and Sons Building Supplies, Jacksonville, FL - 32209,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Fri Jan 06 07:37:54 Page: 1 ID:Ugt_Gbz0GTHpQurCn9aMxHz8hRe-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f January 6,2023 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge Rd Chesterfield, MO 63017 3x6 FP =3x4 =2x4 =4x6 =4x6 =3x4 =3x4 =3x6 =2x4 =3x4 =3x4 =3x6 =2x4 =3x4 =3x4 =3x4 =5x6 =5x6 =2x4 =2x4 =5x6 =3x6 =4x6 =4x6 =2x4 24 23 22 21 20 19 18 17 16 15 14 13 25 10 11 12123456789 0-6-80-1-8 1-3-15 1-3-151-3-0 2-0-0 1-0-0 15-11-0 1-0-0 16-11-0 0-3-0 20-2-6 3-0-6 19-11-6 14 -11-0 14 -11-01-8-01-5-01-5-00-3-01-8-0Scale = 1:38.6 Plate Offsets (X, Y):[1:Edge,0-1-8], [9:0-1-8,Edge], [10:0-3-0,Edge], [12:0-3-0,Edge], [13:0-1-8,Edge], [15:0-1-8,Edge], [16:0-1-8,Edge], [25:0-1-8,0-1-0] Loading (psf)Spacing 1-4-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.73 Vert(LL)-0.24 16-17 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.76 Vert(CT)-0.32 16-17 >732 360 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(CT)0.03 12 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 119 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) *Except* 3-12:2x4 SP DSS (flat) BOT CHORD 2x4 SP DSS(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)12=0-2-8, 24=0-7-2 Max Grav 12=725 (LC 1), 24=720 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-24=-717/0, 12-13=0/37, 1-2=-581/0, 2-4=-1453/0, 4-5=-2032/0, 5-6=-2305/0, 6-7=-2305/0, 7-8=-2237/0, 8-9=-1833/0, 9-10=-1522/0, 10-11=-600/0, 11-12=-600/0 BOT CHORD 23-24=0/29, 22-23=0/1095, 21-22=0/1817, 20-21=0/1817, 19-20=0/2226, 18-19=0/2318, 17-18=0/2151, 16-17=0/1514, 15-16=0/1514, 14-15=0/1498, 13-14=0/0 WEBS 9-16=-614/0, 10-15=0/389, 1-23=0/851, 2-23=-817/0, 2-22=0/570, 4-22=-561/0, 4-21=0/4, 4-20=0/332, 5-20=-307/0, 5-19=0/123, 6-19=-59/0, 7-19=-45/0, 7-18=-142/15, 8-18=0/149, 8-17=-524/0, 9-17=0/907, 11-14=-10/254, 12-14=0/856, 10-14=-1310/0 NOTES (8) 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 12. 5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7)CAUTION, Do not erect truss backwards. 8)This information is property of Gleckler LLC and cannot be copied, modified, built from or used in any way without prior written consent from Gleckler LLC. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 831 Beach Ave T29533372F06Floor161E7188Job Reference (optional) Gleckler and Sons Building Supplies, Jacksonville, FL - 32209,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Fri Jan 06 07:37:55 Page: 1 ID:Ugt_Gbz0GTHpQurCn9aMxHz8hRe-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f January 6,2023 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge Rd Chesterfield, MO 63017 =3x4 =2x4 =3x6 =3x4 =3x6 =3x4 =3x6 =4x8 =2x4 =5x6 =3x4 =3x6 =3x6 =7x6 =3x4 23 22 21 20 19 18 17 16 15 14 13 12 1 2 3 4 5 6 7 8 9 10 11 0-4-8 0-1-8 2-0-0 1-3-61-3-8 1-3-0 1-0-0 15 -11-0 1-0-0 16 -11-0 3-0-6 19-11-6 5-7-8 5-7-8 9-3-8 14 -11-01-8-01-8-0Scale = 1:36.3 Plate Offsets (X, Y):[1:0-1-8,0-0-8], [8:0-3-0,Edge], [9:0-3-0,Edge], [12:Edge,0-1-8], [13:0-1-8,Edge], [14:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.46 Vert(LL)0.00 21-22 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.15 Vert(CT)-0.01 21-22 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.36 Horz(CT)0.00 16 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 145 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP DSS(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)12=14-3-14, 13=14-3-14, 14=14-3-14, 15=14-3-14, 16=14-3-14, 17=14-3-14, 18=14-3-14, 19=14-3-14, 20=14-3-14, 23=0-7-2 Max Grav 12=588 (LC 1), 13=1040 (LC 1), 14=1677 (LC 1), 15=1570 (LC 1), 16=1738 (LC 1), 17=1626 (LC 1), 18=1241 (LC 1), 19=1607 (LC 1), 20=4163 (LC 1), 23=214 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-23=-210/0, 11-12=-582/0, 1-2=-96/0, 2-3=0/4, 3-4=0/358, 4-5=0/358, 5-6=0/484, 6-7=0/532, 7-8=0/622, 8-9=0/121, 9-10=0/121, 10-11=-72/0 BOT CHORD 22-23=0/0, 21-22=0/161, 20-21=-186/0, 19-20=0/430, 18-19=-39/0, 17-18=-39/0, 16-17=0/354, 15-16=-121/0, 14-15=-121/0, 13-14=0/72, 12-13=0/0 WEBS 1-22=0/139, 2-22=-102/0, 2-21=-257/0, 3-21=0/282, 3-20=-535/0, 8-16=-754/0, 7-16=-1511/0, 7-17=-1371/0, 6-17=-743/0, 6-18=-1236/0, 6-19=-671/0, 5-19=-1416/0, 5-20=-1138/0, 11-13=0/103, 4-20=-2810/0, 8-15=-1554/0, 9-14=-1454/0, 10-13=-1100/0, 10-14=-281/0 NOTES (7) 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 4x6 MT20 unless otherwise indicated. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION, Do not erect truss backwards. 7)This information is property of Gleckler LLC and cannot be copied, modified, built from or used in any way without prior written consent from Gleckler LLC. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 12-23=-10, 1-4=-100, 4-11=-863 Concentrated Loads (lb) Vert: 4=-2560 Job Truss Truss Type Qty Ply 831 Beach Ave T29533373F07Floor11E7188Job Reference (optional) Gleckler and Sons Building Supplies, Jacksonville, FL - 32209,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Fri Jan 06 07:37:55 Page: 1 ID:yYZtuACPoPZZkSQzZ_vIkpzOV9h-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f January 6,2023 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge Rd Chesterfield, MO 63017 =3x6 =2x4 =2x4 =3x6 =2x4 =2x4 =3x6 =2x4 =2x4 =5x6 =5x6 =3x6 =2x4 24 23 22 21 20 19 18 17 16 15 14 13 121234567891011 0-3-140-11-15 1-3-01-3-15 1-4-0 2-0-02-0-0 1-0-0 16-0-6 1-0-0 15-0-6 1-0-0 3-4-7 1-0-0 2-4-7 1-4-7 1-4-7 1-6-3 4-10-10 0-3-0 19-4-4 3-0-14 19-1-4 9-1-12 14-0-61-8-01-5-01-5-00-3-01-8-0Scale = 1:36.3 Plate Offsets (X, Y):[2:0-1-8,Edge], [3:0-1-8,Edge], [8:0-1-8,Edge], [9:0-1-8,Edge], [13:0-1-8,Edge], [15:0-1-8,Edge], [16:0-1-8,Edge], [22:0-1-8,Edge], [23:0-1-8,Edge], [24:Edge,0-1-8] Loading (psf)Spacing 1-4-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.97 Vert(LL)-0.15 16-17 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.94 Vert(CT)-0.20 16-17 >841 360 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(CT)0.02 12 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 111 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 22-23,21-22 2-2-0 oc bracing: 15-16. REACTIONS (size)12=0-3-0, 21=0-3-8, 24= Mechanical Max Uplift 24=-52 (LC 4) Max Grav 12=487 (LC 7), 21=838 (LC 8), 24=139 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-24=-125/98, 12-13=0/25, 1-2=-70/113, 2-3=-70/113, 3-4=0/358, 4-5=0/358, 5-6=-472/0, 6-7=-919/0, 7-8=-1026/0, 8-9=-884/0, 9-10=-884/0, 10-12=-340/0 BOT CHORD 23-24=0/0, 22-23=-113/70, 21-22=-113/70, 20-21=0/175, 19-20=0/766, 18-19=0/766, 17-18=0/1064, 16-17=0/884, 15-16=0/884, 14-15=0/716, 13-14=0/0 WEBS 2-23=-102/68, 3-22=0/101, 4-21=-31/32, 8-16=-195/0, 9-15=-571/0, 1-23=-186/114, 3-21=-444/0, 8-17=-15/246, 7-17=-78/68, 7-18=-239/0, 6-18=0/243, 6-19=0/8, 6-20=-463/0, 5-20=0/480, 5-21=-716/0, 12-14=0/508, 10-14=-602/0, 10-15=0/794 NOTES (10) 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 12. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 52 lb uplift at joint 24. 7)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 9)CAUTION, Do not erect truss backwards. 10)This information is property of Gleckler LLC and cannot be copied, modified, built from or used in any way without prior written consent from Gleckler LLC. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 831 Beach Ave T29533374F08Floor51E7188Job Reference (optional) Gleckler and Sons Building Supplies, Jacksonville, FL - 32209,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Fri Jan 06 07:37:56 Page: 1 ID:Ugt_Gbz0GTHpQurCn9aMxHz8hRe-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f January 6,2023 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge Rd Chesterfield, MO 63017=3x4 =3x6 =3x4 =3x4 =3x4 =3x6 =2x4 =3x4 =3x4 =3x4 =2x4 =2x4 =4x6 =4x6 =3x4 =4x6 =2x4 17 16 15 14 13 12 11 10 9 81234567 1-3-0 1-7-8 2-0-0 1-0-6 1-3-8 1-0-0 10 -3-8 1-0-0 11-3-8 0-3-0 14-6-14 3-0-6 14-3-14 9-3-8 9-3-81-8-01-5-01-5-00-3-01-8-0Scale = 1:34.7 Plate Offsets (X, Y):[5:0-1-8,Edge], [6:0-1-8,Edge], [8:0-3-0,Edge], [9:0-1-8,Edge], [10:0-1-8,Edge], [11:0-1-8,Edge], [12:0-1-8,Edge], [17:Edge,0-1-8] Loading (psf)Spacing 1-4-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.92 Vert(LL)-0.16 12-13 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.48 Vert(CT)-0.22 12-13 >759 360 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(CT)0.02 8 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 86 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP DSS(flat) WEBS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)8=0-2-8, 17=0-3-8 Max Grav 8=518 (LC 1), 17=518 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-17=-514/0, 8-9=0/21, 1-2=-397/0, 2-3=-937/0, 3-4=-1194/0, 4-5=-956/0, 5-6=-956/0, 6-7=-956/0, 7-8=-478/0 BOT CHORD 16-17=0/0, 15-16=0/747, 14-15=0/1115, 13-14=0/1115, 12-13=0/1180, 11-12=0/956, 10-11=0/475, 9-10=0/0 WEBS 7-10=-548/0, 8-10=0/623, 5-12=-25/109, 6-11=-368/0, 1-16=0/596, 2-16=-556/0, 2-15=0/301, 3-15=-275/0, 3-14=-45/0, 3-13=0/122, 4-13=-44/47, 4-12=-376/0, 7-11=0/817 NOTES (8) 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8. 5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7)CAUTION, Do not erect truss backwards. 8)This information is property of Gleckler LLC and cannot be copied, modified, built from or used in any way without prior written consent from Gleckler LLC. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 831 Beach Ave T29533375F08AFloor11E7188Job Reference (optional) Gleckler and Sons Building Supplies, Jacksonville, FL - 32209,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Fri Jan 06 07:37:56 Page: 1 ID:Ugt_Gbz0GTHpQurCn9aMxHz8hRe-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f January 6,2023 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge Rd Chesterfield, MO 63017 =3x6 =3x6 =4x6 =4x6 =3x6 =2x4 =2x4 =2x4 =4x6 =4x6 =2x4 18 17 16 15 14 13 12 11 10 9 201912345678 0-9-4 0-10-14 0-3-0 0-1-8 1-3-0 2-0-0 1-0-0 11-3-6 1-0-0 12-3-6 3-7-12 15 -11-2 10-3-6 10-3-61-8-01-8-0Scale = 1:34.4 Plate Offsets (X, Y):[1:Edge,0-1-8], [5:0-1-8,Edge], [6:0-1-8,Edge], [8:0-1-8,Edge], [11:0-1-8,Edge], [12:0-1-8,Edge], [20:0-1-8,0-1-0] Loading (psf)Spacing 1-4-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.96 Vert(LL)-0.17 12-13 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.57 Vert(CT)-0.23 12-13 >802 360 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(CT)0.02 9 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 93 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP DSS(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)9=0-7-2, 18=0-7-10 Max Grav 9=568 (LC 1), 18=564 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-18=-562/0, 8-9=-535/0, 1-2=-465/0, 2-3=-1081/0, 3-4=-1398/0, 4-5=-1390/0, 5-6=-1177/0, 6-7=-1177/0, 7-8=-413/0 BOT CHORD 17-18=0/45, 16-17=0/853, 15-16=0/1311, 14-15=0/1311, 13-14=0/1486, 12-13=0/1177, 11-12=0/1177, 10-11=0/868, 9-10=0/22 WEBS 5-12=-354/0, 6-11=-374/0, 1-17=0/647, 2-17=-616/0, 2-16=0/363, 3-16=-354/0, 3-15=0/15, 3-14=0/135, 4-14=-140/0, 4-13=-183/42, 5-13=0/447, 8-10=0/603, 7-10=-723/0, 7-11=0/720 NOTES (5) 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)This information is property of Gleckler LLC and cannot be copied, modified, built from or used in any way without prior written consent from Gleckler LLC. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 831 Beach Ave T29533376F09Floor221E7188Job Reference (optional) Gleckler and Sons Building Supplies, Jacksonville, FL - 32209,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Fri Jan 06 07:37:56 Page: 1 ID:qegtJI195?v5Wfk9aj9XeKz8hRZ-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f January 6,2023 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge Rd Chesterfield, MO 63017 3x6 FP MT20HS 3x10 FP=3x4 =3x6 =2x4 =3x4 =3x4 =3x6 =2x4 =3x4 =3x4 =2x4 =2x4 =5x6 =5x6 =3x4 =3x6 =2x4 =2x4 =2x4 =2x4 31 30 29 28 27 26 2524 23 22 21 20 19 18 17 16 32 33123456789101112131415 1-4-81-3-0 2-0-0 0-5-0 0-1-80-6-4 0-1-8 25-6-12 0-3-13 23-11-4 1-0-0 15-7-12 1-0-0 14 -7-12 1-6-0 25-5-4 7-11-11 23-7-7 13-7-12 13-7-121-8-01-8-0Scale = 1:45.1 Plate Offsets (X, Y): [9:0-1-8,Edge], [10:0-1-8,Edge], [14:0-1-8,Edge], [15:0-1-8,Edge], [16:0-1-8,Edge], [17:0-1-8,Edge], [22:0-1-8,Edge], [23:0-1-8,Edge], [31:Edge,0-1-8], [32:0-1-8,0-1-0], [33:0-1-8,0-1-0] Loading (psf)Spacing 1-4-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.66 Vert(LL)-0.32 23-24 >903 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.78 Vert(CT)-0.42 23-24 >683 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(CT)0.05 17 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 149 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) *Except* 6-15:2x4 SP DSS (flat) BOT CHORD 2x4 SP No.2(flat) *Except* 25-16:2x4 SP DSS(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)17=0-7-10, 31=0-3-8 Max Grav 17=2411 (LC 1), 31=785 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-31=-781/0, 15-16=-8/0, 1-2=-634/0, 2-3=-1606/0, 3-4=-2289/0, 4-5=-2656/0, 5-7=-2656/0, 7-8=-2704/0, 8-9=-2364/0, 9-10=-2364/0, 10-11=-2364/0, 11-12=-1648/281, 12-13=-689/647, 13-14=0/1091, 14-15=0/1336 BOT CHORD 30-31=0/0, 29-30=0/1199, 28-29=0/2020, 27-28=0/2020, 26-27=0/2529, 24-26=0/2736, 23-24=0/2591, 22-23=0/2364, 21-22=-92/2102, 20-21=-437/1263, 19-20=-437/1263, 18-19=-859/134, 17-18=-1336/0, 16-17=0/0 WEBS 9-23=0/568, 10-22=-831/0, 14-17=-1015/0, 1-30=0/952, 2-30=-897/0, 2-29=0/646, 3-29=-638/0, 3-28=0/3, 3-27=0/415, 4-27=-381/0, 4-26=-26/195, 5-26=-51/0, 7-26=-125/55, 7-24=-144/66, 8-24=-16/303, 8-23=-844/0, 14-18=0/1118, 13-18=-1102/0, 13-19=0/887, 12-19=-889/0, 12-20=0/54, 12-21=0/597, 11-21=-732/0, 11-22=0/1146, 15-17=-1915/0 NOTES (8) 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 4x6 MT20 unless otherwise indicated. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 6)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION, Do not erect truss backwards. 8)This information is property of Gleckler LLC and cannot be copied, modified, built from or used in any way without prior written consent from Gleckler LLC. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 16-31=-7, 1-15=-67 Concentrated Loads (lb) Vert: 15=-1342 Job Truss Truss Type Qty Ply 831 Beach Ave T29533377F10Floor51E7188Job Reference (optional) Gleckler and Sons Building Supplies, Jacksonville, FL - 32209,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Fri Jan 06 07:37:56 Page: 1 ID:?ah05jfEdqJnFKTBZ4tE5AzynKY-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f January 6,2023 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge Rd Chesterfield, MO 63017 3x6 FP 3x6 FP 3x6 FP 3x6 FP MT20HS 3x10 FP =3x6 =3x6 =4x6 =3x6 =4x6 =3x10 =5x6 =MT20HS 12x20 =MT20HS 12x20 =MT20HS 10x10 =7x8 =8x10 =7x8 =3x6 =2x4 =2x4 33 32 31 30 29 2827 2625 24 23 22 21 20 19 1834 7 9 12 1312345681011 1415 16 17 1-3-41-3-0 2-0-0 0-7-120-6-4 0-1-8 0-1-8 25-6-12 0-3-13 19-0-8 1-0-0 14 -7-12 1-0-0 15-7-12 3-0-15 18-8-11 4-2-8 13-7-12 6-4-12 25 -5-4 9-5-4 9-5-41-8-01-8-0Scale = 1:45.1 Plate Offsets (X, Y): [1:Edge,0-4-8], [2:0-3-0,Edge], [3:0-3-0,Edge], [4:0-3-0,Edge], [7:0-3-0,Edge], [9:0-3-0,Edge], [12:0-3-0,Edge], [13:0-1-8,Edge], [16:0-5-0,Edge], [17:0-1-8,Edge], [17:0-1-8,0-0-8], [21:0-1-8,Edge], [28:Edge,0-3-0], [34:0-1-8,0-0-8] Loading (psf)Spacing 1-4-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.68 Vert(LL)0.07 26-28 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.60 Vert(CT)0.11 23-24 >999 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.93 Horz(CT)-0.05 21 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 248 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) *Except* 1-14,8-17,6-17:2x4 SP DSS(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) *Except* 23-12,20-15:2x4 SP No.2(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 32-33. REACTIONS (size)21=0-7-10, 33=0-3-8 Max Uplift 33=-364 (LC 4) Max Grav 21=3067 (LC 1), 33=200 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-33=-196/364, 17-18=-10/0, 1-2=-124/380, 2-3=-151/1140, 3-4=0/2030, 4-5=0/3037, 5-7=0/3037, 7-9=0/4227, 9-10=0/5321, 10-11=0/5417, 11-12=0/5494, 12-13=0/7169, 13-15=0/7764, 15-16=0/4360, 16-17=0/1544 BOT CHORD 32-33=0/0, 31-32=-742/225, 30-31=-1568/57, 29-30=-1568/57, 28-29=-2484/0, 26-28=-3735/0, 24-26=-4815/0, 23-24=-5417/0, 22-23=-6445/0, 21-22=-7764/0, 20-21=-5837/0, 19-20=-2862/0, 18-19=-1/0 WEBS 1-32=-534/174, 2-32=-149/533, 2-31=-587/0, 3-31=0/615, 3-30=-4/8, 3-29=-663/0, 4-29=0/670, 4-28=-794/0, 5-28=-80/0, 7-28=0/956, 7-26=-963/0, 9-26=0/1145, 9-24=-2114/0, 13-22=0/1404, 12-22=-1680/0, 12-23=0/2879, 17-19=-2078/0, 16-19=0/1943, 16-20=-2211/0, 15-20=0/2179, 15-21=-2746/0, 10-24=0/1653, 11-23=-2217/0, 13-21=-978/0 NOTES (9) 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 7x6 MT20 unless otherwise indicated. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 364 lb uplift at joint 33. 6)Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 7)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8)CAUTION, Do not erect truss backwards. 9)This information is property of Gleckler LLC and cannot be copied, modified, built from or used in any way without prior written consent from Gleckler LLC. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 18-33=-7, 1-17=-67 Concentrated Loads (lb) Vert: 17=-1342 Job Truss Truss Type Qty Ply 831 Beach Ave T29533378F11Floor61E7188Job Reference (optional) Gleckler and Sons Building Supplies, Jacksonville, FL - 32209,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Fri Jan 06 07:37:57 Page: 1 ID:wOTLQXAn_?Q8aBl1cN5HjBzOVRp-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f January 6,2023 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge Rd Chesterfield, MO 63017 3x6 FP 3x6 FP 3x6 FP 3x6 FP 3x6 FP =3x6 =7x6 =4x6 =7x6 =3x6 =7x6 =3x6 =3x6 =7x6 =5x6 =3x10 =7x6 =7x6 =MT20HS 12x20 =MT20HS 12x20 =7x6 =5x6 =10x12 =6x8 =8x10 =7x8 =7x6 =3x6 =2x4 =2x4 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 1733 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 0-10-41-3-0 2-0-0 0-6-30-3-14 0-1-8 0-1-8 23-8-6 0-3-13 18 -10-2 1-0-0 14-5-7 1-0-0 15-5-7 3-0-14 18-6-5 4-8-12 23 -6-14 5-10-9 13 -5-6 7-6-14 7-6-141-8-01-8-0Scale = 1:42.2 Plate Offsets (X, Y): [1:Edge,0-4-8], [2:0-3-0,Edge], [3:0-3-0,Edge], [5:0-3-0,Edge], [8:0-3-0,Edge], [15:0-5-0,Edge], [16:0-1-8,Edge], [16:0-1-8,0-0-8], [22:0-3-0,Edge], [23:0-3-0,Edge], [33:0-1-8,0-0-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.94 Vert(LL)-0.10 23-24 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.58 Vert(CT)-0.11 23-24 >999 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT)-0.03 20 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 232 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) *Except* 22-13:2x4 SP No.2(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 31-32. REACTIONS (size)20=0-7-10, 32= Mechanical Max Uplift 32=-151 (LC 4) Max Grav 20=3330 (LC 1), 32=646 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-32=-638/154, 16-17=-13/0, 1-2=-533/176, 2-3=-1208/592, 3-5=-1346/1178, 5-6=-965/1905, 6-8=-965/1905, 8-10=0/2786, 10-11=0/3815, 11-12=0/3815, 12-13=0/3815, 13-14=0/5144, 14-15=0/4526, 15-16=0/1582 BOT CHORD 31-32=0/0, 30-31=-358/1002, 29-30=-859/1395, 28-29=-859/1395, 26-28=-1506/1264, 24-26=-2273/659, 23-24=-3420/0, 22-23=-3815/0, 21-22=-4458/0, 20-21=-5671/0, 19-20=-5671/0, 18-19=-2949/0, 17-18=-2/0 WEBS 11-23=0/1967, 12-22=-2197/0, 14-20=-2968/0, 1-31=-248/748, 2-31=-691/268, 2-30=-345/304, 3-30=-269/383, 3-29=-10/6, 3-28=-459/0, 5-28=0/483, 5-26=-574/0, 6-26=-7/46, 8-26=0/532, 8-24=-1101/0, 10-24=0/1395, 10-23=-2452/0, 14-21=0/1586, 13-21=-1980/0, 13-22=0/2872, 16-18=-2129/0, 15-18=0/2015, 15-19=-2336/0, 14-19=0/1955 NOTES (10) 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x6 MT20 unless otherwise indicated. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 151 lb uplift at joint 32. 7)Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 8)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 9)CAUTION, Do not erect truss backwards. 10)This information is property of Gleckler LLC and cannot be copied, modified, built from or used in any way without prior written consent from Gleckler LLC. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 17-32=-10, 1-16=-100 Concentrated Loads (lb) Vert: 16=-1332 Job Truss Truss Type Qty Ply 831 Beach Ave T29533379F12Floor51E7188Job Reference (optional) Gleckler and Sons Building Supplies, Jacksonville, FL - 32209,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Fri Jan 06 07:37:57 Page: 1 ID:knkDhSSeoi3EZmIS5d8KOVzynOg-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f January 6,2023 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge Rd Chesterfield, MO 63017 3x6 FP 3x6 FP 3x6 FP 3x6 FP =7x6 =4x6 =4x8 =3x10 =5x6 =5x8 =5x6 =4x8 =5x8 =5x6 =5x6 =7x8 =7x6 =7x8 =7x8 =4x6 =2x4 =2x4 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 1532 1412345678910111213 0-7-11 0-1-81-3-0 1-3-15 0-3-0 0-10-4 2-0-0 0-1-8 23-8-6 0-3-13 18 -10-2 1-0-0 14-5-7 1-0-0 15-5-7 1-11-6 7-6-14 3-0-14 18-6-5 4-8-12 23 -6-14 5-7-8 5-7-8 5-10-9 13 -5-71-8-01-8-0Scale = 1:42.2 Plate Offsets (X, Y):[1:Edge,0-3-0], [9:0-3-0,Edge], [10:0-3-0,Edge], [14:0-3-0,Edge], [14:0-1-8,0-0-8], [21:0-3-0,Edge], [32:0-1-8,0-0-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.64 Vert(LL)-0.04 22-23 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.82 Vert(CT)0.08 19-21 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.99 Horz(CT)-0.03 18 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 200 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) *Except* 8-14,5-14:2x4 SP DSS(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 30-31. REACTIONS (size)18=0-7-10, 28=5-7-8, 29=5-7-8, 30=5-7-8, 31=5-7-8 Max Uplift 28=-62 (LC 5), 29=-240 (LC 4), 30=-84 (LC 4), 31=-130 (LC 4) Max Grav 18=3022 (LC 4), 28=1028 (LC 3), 29=144 (LC 5), 30=151 (LC 5), 31=32 (LC 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-31=-28/132, 14-15=-13/0, 1-2=0/169, 2-3=0/689, 3-4=0/1249, 4-6=0/1156, 6-7=0/1533, 7-9=0/2450, 9-10=0/3316, 10-11=0/3316, 11-12=0/4784, 12-13=0/4223, 13-14=0/1396 BOT CHORD 30-31=0/0, 29-30=-383/0, 28-29=-1155/0, 27-28=-1249/0, 25-27=-1144/0, 24-25=-1144/0, 23-24=-1888/0, 22-23=-3316/0, 21-22=-3316/0, 19-21=-4041/0, 18-19=-5210/0, 17-18=-5210/0, 16-17=-2697/0, 15-16=-1/0 WEBS 4-28=-494/292, 9-22=-613/0, 10-21=-1280/0, 12-18=-2537/0, 1-30=-243/0, 2-30=-73/353, 2-29=-589/0, 3-29=0/743, 3-28=-540/0, 9-23=0/1307, 7-23=-850/0, 7-24=0/537, 6-24=-573/0, 6-25=0/34, 6-27=-270/537, 4-27=-521/254, 12-19=0/1034, 11-19=-1604/0, 11-21=0/2072, 14-16=-1987/0, 13-16=0/1968, 13-17=-2316/0, 12-17=0/1818 NOTES (8) 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x6 MT20 unless otherwise indicated. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 130 lb uplift at joint 31, 62 lb uplift at joint 28, 84 lb uplift at joint 30 and 240 lb uplift at joint 29. 5)Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 6)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION, Do not erect truss backwards. 8)This information is property of Gleckler LLC and cannot be copied, modified, built from or used in any way without prior written consent from Gleckler LLC. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 15-31=-10, 1-14=-100 Concentrated Loads (lb) Vert: 14=-1332 Job Truss Truss Type Qty Ply 831 Beach Ave T29533380F13Floor11E7188Job Reference (optional) Gleckler and Sons Building Supplies, Jacksonville, FL - 32209,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Fri Jan 06 07:37:58 Page: 1 ID:kc1L1Lak18PMsH9AUX9t0AzOVM6-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f January 6,2023 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge Rd Chesterfield, MO 63017 =3x4 =2x4 =3x6 =3x4 =3x6 =3x4 =5x6 =2x4 =5x6 =7x6 =3x4 =2x4 =4x6 =5x8 =7x8 =5x6 =5x8 =7x6 =7x8 =5x8 =4x6 =2x4 =2x4 =2x4 21 20 19 18 17 16 15 14 13 12 11 10 22 1 92345678 0-1-8 0-7-110-1-8 1-4-7 0-10 -41-3-0 2-0-0 0-1-8 18-5-14 0-3-13 13 -7-10 1-0-0 10 -2-15 1-0-0 9-2-15 3-0-14 13-3-13 4-8-12 18-4-6 8-2-15 8-2-151-8-01-8-0Scale = 1:36.7 Plate Offsets (X, Y):[1:0-1-8,0-0-8], [5:0-3-0,Edge], [7:0-3-0,Edge], [9:0-3-0,Edge], [9:0-1-8,0-0-8], [10:0-1-8,Edge], [13:0-1-8,Edge], [15:0-1-8,Edge], [22:0-1-8,0-1-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.95 Vert(LL)-0.12 16-17 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.80 Vert(CT)-0.19 16-17 >835 360 BCLL 0.0 Rep Stress Incr NO WB 0.95 Horz(CT)-0.04 13 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 132 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP DSS(flat) BOT CHORD 2x4 SP DSS(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 20-21. REACTIONS (size)13=0-7-10, 21=0-5-0 Max Uplift 21=-370 (LC 4) Max Grav 13=3180 (LC 1), 21=236 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-21=-231/374, 9-10=-2/0, 1-2=-103/380, 2-3=-92/1081, 3-4=0/2137, 4-5=0/3089, 5-6=0/4103, 6-7=0/5110, 7-8=0/4060, 8-9=0/1353 BOT CHORD 20-21=0/0, 19-20=-739/177, 18-19=-1469/0, 17-18=-1469/0, 16-17=-3089/0, 15-16=-3089/0, 14-15=-3089/0, 13-14=-4912/0, 12-13=-5110/0, 11-12=-2591/0, 10-11=0/0 WEBS 1-20=-554/149, 2-20=-116/556, 2-19=-530/0, 3-19=0/585, 3-18=-67/0, 3-17=-1124/0, 9-11=-1970/0, 8-11=0/1921, 8-12=-2279/0, 7-12=0/1994, 4-16=-371/0, 5-15=0/437, 7-13=-2231/0, 5-14=-2211/0, 6-14=0/1850, 6-13=-948/0, 4-17=0/1566 NOTES (7) 1)Unbalanced floor live loads have been considered for this design. 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 370 lb uplift at joint 21. 4)Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION, Do not erect truss backwards. 7)This information is property of Gleckler LLC and cannot be copied, modified, built from or used in any way without prior written consent from Gleckler LLC. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 10-21=-10, 1-9=-100 Concentrated Loads (lb) Vert: 9=-1342 Job Truss Truss Type Qty Ply 831 Beach Ave T29533381F14Floor21E7188Job Reference (optional) Gleckler and Sons Building Supplies, Jacksonville, FL - 32209,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Fri Jan 06 07:37:58 Page: 1 ID:zcbAUEv1v7hg_H8A0_cz3ezOVLi-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f January 6,2023 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge Rd Chesterfield, MO 63017 =3x4 =3x4 =3x4 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 32 31 33 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 0-1-80-1-8 1-2-8 0-1-8 18-5-14 18-4-6 18-4-61-8-01-8-0Scale = 1:34.1 Plate Offsets (X, Y):[3:0-1-8,Edge], [15:0-1-8,Edge], [16:0-1-8,Edge], [27:0-1-8,Edge], [31:0-1-8,0-1-0], [32:0-1-8,0-1-0], [33:0-1-8,0-1-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL)n/a -n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horiz(TL)0.00 16 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 92 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)16=18-5-14, 17=18-5-14, 18=18-5-14, 19=18-5-14, 20=18-5-14, 21=18-5-14, 22=18-5-14, 23=18-5-14, 24=18-5-14, 25=18-5-14, 26=18-5-14, 27=18-5-14, 28=18-5-14, 29=18-5-14, 30=18-5-14 Max Grav 16=48 (LC 1), 17=152 (LC 1), 18=146 (LC 1), 19=147 (LC 1), 20=146 (LC 1), 21=148 (LC 1), 22=142 (LC 1), 23=134 (LC 1), 24=142 (LC 1), 25=148 (LC 1), 26=146 (LC 1), 27=149 (LC 1), 28=144 (LC 1), 29=152 (LC 1), 30=49 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-30=-44/0, 15-16=-44/0, 1-2=-2/0, 2-3=-2/0, 3-4=0/0, 4-5=0/0, 5-6=0/0, 6-7=0/0, 7-8=0/0, 8-9=0/0, 9-10=0/0, 10-11=0/0, 11-12=0/0, 12-13=0/0, 13-14=0/0, 14-15=0/0 BOT CHORD 29-30=0/2, 28-29=0/2, 27-28=0/2, 26-27=0/0, 25-26=0/0, 24-25=0/0, 23-24=0/0, 22-23=0/0, 21-22=0/0, 20-21=0/0, 19-20=0/0, 18-19=0/0, 17-18=0/0, 16-17=0/0 WEBS 2-29=-138/0, 3-28=-131/0, 4-27=-134/0, 5-26=-133/0, 6-25=-134/0, 7-24=-129/0, 14-17=-138/0, 13-18=-133/0, 12-19=-134/0, 11-20=-133/0, 10-21=-134/0, 9-22=-129/0, 8-23=-122/0, 3-27=-3/0 NOTES (8) 1)All plates are 2x4 MT20 unless otherwise indicated. 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Gable requires continuous bottom chord bearing. 4)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5)Gable studs spaced at 1-4-0 oc. 6)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION, Do not erect truss backwards. 8)This information is property of Gleckler LLC and cannot be copied, modified, built from or used in any way without prior written consent from Gleckler LLC. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 831 Beach Ave T29533382F15Floor Supported Gable 1 1E7188 Job Reference (optional) Gleckler and Sons Building Supplies, Jacksonville, FL - 32209,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Fri Jan 06 07:37:59 Page: 1 ID:9XLcVRfwIAVtQot5e?kVajzOVKk-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f January 6,2023 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge Rd Chesterfield, MO 63017=3x4 =3x4 =3x4 =3x4 =3x4 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 31123456789101112131415 1-2-8 0-1-8 16-10-8 16-10-81-8-01-8-0Scale = 1:31.6 Plate Offsets (X, Y):[3:0-1-8,Edge], [15:0-1-8,Edge], [27:0-1-8,Edge], [30:Edge,0-1-8], [31:0-1-8,0-1-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL)n/a -n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horiz(TL)0.00 16 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 88 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) *Except* 16-31:2x4 SP No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)16=16-10-8, 17=16-10-8, 18=16-10-8, 19=16-10-8, 20=16-10-8, 21=16-10-8, 22=16-10-8, 23=16-10-8, 24=16-10-8, 25=16-10-8, 26=16-10-8, 27=16-10-8, 28=16-10-8, 29=16-10-8, 30=16-10-8 Max Uplift 23=-3 (LC 1) Max Grav 16=49 (LC 1), 17=152 (LC 1), 18=146 (LC 1), 19=147 (LC 1), 20=145 (LC 1), 21=152 (LC 1), 22=119 (LC 1), 23=-3 (LC 1), 24=119 (LC 1), 25=152 (LC 1), 26=145 (LC 1), 27=145 (LC 1), 28=147 (LC 1), 29=156 (LC 1), 30=52 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-30=-47/0, 15-16=-44/0, 1-2=0/0, 2-3=0/0, 3-4=-2/0, 4-5=-2/0, 5-6=-2/0, 6-7=-2/0, 7-8=-2/0, 8-9=-2/0, 9-10=-2/0, 10-11=-2/0, 11-12=-2/0, 12-13=-2/0, 13-14=-2/0, 14-15=-2/0 BOT CHORD 29-30=0/0, 28-29=0/0, 27-28=0/0, 26-27=0/2, 25-26=0/2, 24-25=0/2, 23-24=0/2, 22-23=0/2, 21-22=0/2, 20-21=0/2, 19-20=0/2, 18-19=0/2, 17-18=0/2, 16-17=0/2 WEBS 2-29=-142/0, 3-28=-134/0, 4-27=-134/0, 5-26=-132/0, 6-25=-139/0, 7-24=-106/0, 14-17=-138/0, 13-18=-133/0, 12-19=-134/0, 11-20=-132/0, 10-21=-138/0, 9-22=-106/0, 8-23=0/0, 3-27=0/3 NOTES (9) 1)All plates are 2x4 MT20 unless otherwise indicated. 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Gable requires continuous bottom chord bearing. 4)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5)Gable studs spaced at 1-4-0 oc. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3 lb uplift at joint 23. 7)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8)CAUTION, Do not erect truss backwards. 9)This information is property of Gleckler LLC and cannot be copied, modified, built from or used in any way without prior written consent from Gleckler LLC. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 831 Beach Ave T29533383F16Floor Supported Gable 1 1E7188 Job Reference (optional) Gleckler and Sons Building Supplies, Jacksonville, FL - 32209,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Fri Jan 06 07:37:59 Page: 1 ID:FwXPMwNxrWn8pRRaxHSaj_zOVU7-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f January 6,2023 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge Rd Chesterfield, MO 63017=3x4 =4x6 =4x6 =3x4 =3x4 =3x4 =5x6 =5x6 =2x4 =2x4 =5x6 =5x6 =3x4 =3x4 =3x4 =4x6 =4x6 =3x4 18 17 16 15 14 13 12 11 10 9 1 2 3 4 5 6 7 8 1-3-0 2-0-0 0-3-13 0-3-13 1-0-0 7-11-5 1-0-0 8-11-5 6-11-5 6-11-5 6-11-5 15 -10 -101-8-01-8-0Scale = 1:33.8 Plate Offsets (X, Y):[4:0-1-8,Edge], [5:0-1-8,Edge], [9:Edge,0-1-8], [13:0-1-8,Edge], [14:0-1-8,Edge], [18:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.46 Vert(LL)-0.11 12-13 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.92 Vert(CT)-0.14 12-13 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(CT)0.04 9 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 92 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 13-14. REACTIONS (size)9=0-3-8, 18=0-6-10 Max Grav 9=860 (LC 1), 18=860 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-18=-854/0, 8-9=-854/0, 1-2=-669/0, 2-3=-1609/0, 3-4=-2109/0, 4-5=-2156/0, 5-6=-2109/0, 6-7=-1609/0, 7-8=-669/0 BOT CHORD 17-18=0/0, 16-17=0/1261, 15-16=0/1936, 14-15=0/2156, 13-14=0/2156, 12-13=0/2156, 11-12=0/1936, 10-11=0/1261, 9-10=0/0 WEBS 4-14=-279/292, 5-13=-279/292, 1-17=0/1006, 2-17=-940/0, 2-16=0/552, 3-16=-519/0, 3-15=0/404, 4-15=-522/175, 8-10=0/1006, 7-10=-940/0, 7-11=0/552, 6-11=-519/0, 6-12=0/404, 5-12=-522/175 NOTES (5) 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)This information is property of Gleckler LLC and cannot be copied, modified, built from or used in any way without prior written consent from Gleckler LLC. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 831 Beach Ave T29533384F17Floor61E7188Job Reference (optional) Gleckler and Sons Building Supplies, Jacksonville, FL - 32209,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Fri Jan 06 07:37:59 Page: 1 ID:QcsiUt8LpUDaNvqM3rA1ggzOVau-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f January 6,2023 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge Rd Chesterfield, MO 63017 =3x6 =3x6 =2x4 =7x6 =6x8 =2x4 =2x4 =5x6 =5x6 =3x6 20 19 18 17 16 15 14 13 12 11 10 9 1 2 3 4 5 21 6 7 8 0-3-3 0-4-121-3-0 2-0-0 1-3-10 1-4-7 2-0-0 1-0-0 5-0-10 1-0-0 13-0-12 1-0-0 14-0-12 1-0-0 4-0-10 1-8-7 12-0-12 2-0-4 16-1-0 3-0-10 3-0-10 5-3-11 10-4-51-8-01-8-0Scale = 1:34.1 Plate Offsets (X, Y):[3:0-1-8,Edge], [6:0-1-8,Edge], [7:0-1-8,Edge], [9:Edge,0-1-8], [11:0-1-8,Edge], [12:0-1-8,Edge], [14:0-3-4,Edge], [17:0-1-8,Edge], [20:Edge,0-1-8] Loading (psf)Spacing 1-4-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.35 Vert(LL)-0.06 16-17 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.44 Vert(CT)-0.07 16-17 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(CT)0.01 9 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 96 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)9= Mechanical, 13=0-7-10, 14=0-7-10, 20= Mechanical Max Uplift 13=-489 (LC 12) Max Grav 9=199 (LC 11), 13=87 (LC 11), 14=1143 (LC 12), 20=347 (LC 14) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-20=-337/0, 8-9=-196/0, 1-2=-239/0, 2-3=-512/0, 3-4=-453/0, 4-5=-125/6, 5-6=-14/153, 6-7=-163/27, 7-8=-130/3 BOT CHORD 19-20=0/0, 18-19=0/512, 17-18=0/512, 16-17=0/512, 15-16=0/360, 14-15=-254/5, 13-14=-254/5, 12-13=-27/163, 11-12=-27/163, 10-11=-27/163, 9-10=0/0 WEBS 2-18=0/102, 3-17=-77/12, 5-14=-914/0, 6-12=0/107, 7-11=-128/0, 5-15=0/410, 4-15=-419/0, 4-16=0/160, 3-16=-119/0, 8-10=-5/195, 7-10=-117/84, 1-19=0/359, 2-19=-402/0, 6-13=-348/0, 5-13=0/520 NOTES (8) 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 489 lb uplift at joint 13. 6)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION, Do not erect truss backwards. 8)This information is property of Gleckler LLC and cannot be copied, modified, built from or used in any way without prior written consent from Gleckler LLC. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 831 Beach Ave T29533385F18Floor51E7188Job Reference (optional) Gleckler and Sons Building Supplies, Jacksonville, FL - 32209,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Fri Jan 06 07:37:59 Page: 1 ID:MR7U6y0WKinFvV9z0?eI57z8hRa-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f January 6,2023 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge Rd Chesterfield, MO 63017 =3x6 =2x4 =2x4 =7x6 =2x4 =7x6 =2x4 =2x4 =3x6 =3x6 23 22 21 20 19 18 17 16 15 14 13 12 1 2 3 4 5 6 7 8 9 10 11 0-9-0 0-11-15 1-3-01-3-15 0-3-8 2-0-0 2-0-0 1-0-0 12 -4-6 1-0-0 11-4-6 1-0-0 2-4-7 1-0-0 3-4-7 1-4-7 1-4-7 1-6-3 4-10-10 5-5-12 10 -4-6 7-4-8 19-8-141-8-01-8-0Scale = 1:36 Plate Offsets (X, Y):[2:0-1-8,Edge], [3:0-1-8,Edge], [7:0-1-8,Edge], [8:0-1-8,Edge], [16:0-1-8,Edge], [17:0-1-8,Edge], [21:0-1-8,Edge], [22:0-1-8,Edge], [23:Edge,0-1-8] Loading (psf)Spacing 1-4-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.43 Vert(LL)-0.10 15-16 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.80 Vert(CT)-0.13 15-16 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(CT)0.02 12 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 113 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 21-22,20-21,19-20. REACTIONS (size)12=0-7-10, 20=0-3-8, 23= Mechanical Max Grav 12=532 (LC 7), 20=765 (LC 8), 23=165 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-23=-163/0, 11-12=-529/0, 1-2=-108/10, 2-3=-108/10, 3-4=0/150, 4-5=0/150, 5-6=-418/0, 6-7=-968/0, 7-8=-1213/0, 8-9=-1218/0, 9-10=-971/0, 10-11=-409/0 BOT CHORD 22-23=0/0, 21-22=-10/108, 20-21=-10/108, 19-20=-33/62, 18-19=0/757, 17-18=0/1213, 16-17=0/1213, 15-16=0/1213, 14-15=0/1162, 13-14=0/768, 12-13=0/0 WEBS 2-22=-128/0, 3-21=0/46, 4-20=-36/96, 7-17=-15/154, 8-16=-183/42, 1-22=-17/177, 3-20=-292/0, 7-18=-417/0, 6-18=0/344, 6-19=-545/0, 5-19=0/572, 5-20=-643/0, 11-13=0/614, 10-13=-571/0, 10-14=0/322, 9-14=-304/0, 9-15=0/164, 8-15=-155/138 NOTES (7) 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)Refer to girder(s) for truss to truss connections. 5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION, Do not erect truss backwards. 7)This information is property of Gleckler LLC and cannot be copied, modified, built from or used in any way without prior written consent from Gleckler LLC. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 831 Beach Ave T29533386F19Floor51E7188Job Reference (optional) Gleckler and Sons Building Supplies, Jacksonville, FL - 32209,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Fri Jan 06 07:38:00 Page: 1 ID:MR7U6y0WKinFvV9z0?eI57z8hRa-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f January 6,2023 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge Rd Chesterfield, MO 63017 =3x4 =3x4 =3x4 22 21 20 19 18 17 16 15 14 13 12 23 1 2 3 4 5 6 7 8 9 10 11 0-1-8 11-3-2 11-3-21-8-01-8-0Scale = 1:23 Plate Offsets (X, Y):[12:Edge,0-1-8], [23:0-1-8,0-1-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL)n/a -n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horiz(TL)0.00 12 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MR Weight: 60 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)12=11-3-2, 13=11-3-2, 14=11-3-2, 15=11-3-2, 16=11-3-2, 17=11-3-2, 18=11-3-2, 19=11-3-2, 20=11-3-2, 21=11-3-2, 22=11-3-2 Max Uplift 17=-20 (LC 1) Max Grav 12=63 (LC 1), 13=143 (LC 1), 14=146 (LC 1), 15=152 (LC 1), 16=112 (LC 1), 17=-20 (LC 1), 18=112 (LC 1), 19=152 (LC 1), 20=147 (LC 1), 21=142 (LC 1), 22=57 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-22=-51/0, 11-12=-56/0, 1-2=-7/0, 2-3=-7/0, 3-4=-7/0, 4-5=-7/0, 5-6=-7/0, 6-7=-7/0, 7-8=-7/0, 8-9=-7/0, 9-10=-7/0, 10-11=-7/0 BOT CHORD 21-22=0/7, 20-21=0/7, 19-20=0/7, 18-19=0/7, 17-18=0/7, 16-17=0/7, 15-16=0/7, 14-15=0/7, 13-14=0/7, 12-13=0/7 WEBS 2-21=-130/0, 3-20=-133/0, 4-19=-139/0, 5-18=-98/0, 10-13=-131/0, 9-14=-133/0, 8-15=-139/0, 7-16=-98/0, 6-17=0/11 NOTES (9) 1)All plates are 2x4 MT20 unless otherwise indicated. 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Gable requires continuous bottom chord bearing. 4)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5)Gable studs spaced at 1-4-0 oc. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 lb uplift at joint 17. 7)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8)CAUTION, Do not erect truss backwards. 9)This information is property of Gleckler LLC and cannot be copied, modified, built from or used in any way without prior written consent from Gleckler LLC. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 831 Beach Ave T29533387F20Floor Supported Gable 1 1E7188 Job Reference (optional) Gleckler and Sons Building Supplies, Jacksonville, FL - 32209,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Fri Jan 06 07:38:00 Page: 1 ID:5uOxFwY9ydILlUYcD8FiEezOVXn-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f January 6,2023 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge Rd Chesterfield, MO 63017 =3x4 =2x4 =3x4 =5x6 =5x6 =2x4 =2x4 =3x4 =3x6 =3x4 9 8 7 6 5 10 1 2 3 4 0-4-0 0-1-8 1-7-0 1-3-0 2-0-0 1-0-0 2-11-8 1-0-0 3-11-8 1-11-8 1-11-8 1-11-8 5-11-01-8-01-8-0Scale = 1:36 Plate Offsets (X, Y):[2:0-1-8,Edge], [5:Edge,0-1-8], [6:0-1-8,Edge], [10:0-1-8,0-1-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.19 Vert(LL)0.00 6-7 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.09 Vert(CT)-0.01 6-7 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(CT)0.00 5 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 38 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 5-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)5=0-3-8, 9=0-7-2 Max Grav 5=312 (LC 1), 9=305 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-9=-300/0, 4-5=-304/0, 1-2=-213/0, 2-3=-271/0, 3-4=-271/0 BOT CHORD 8-9=0/12, 7-8=0/271, 6-7=0/271, 5-6=0/0 WEBS 2-7=0/13, 3-6=-215/0, 1-8=0/310, 2-8=-234/0, 4-6=0/359 NOTES (6) 1)Plates checked for a plus or minus 0 degree rotation about its center. 2)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3)Gable studs spaced at 1-4-0 oc. 4)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION, Do not erect truss backwards. 6)This information is property of Gleckler LLC and cannot be copied, modified, built from or used in any way without prior written consent from Gleckler LLC. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 831 Beach Ave T29533388F21Floor31E7188Job Reference (optional) Gleckler and Sons Building Supplies, Jacksonville, FL - 32209,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Fri Jan 06 07:38:00 Page: 1 ID:upQ5iD8zaoLR_2PZdZiGDuzOVat-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f January 6,2023 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge Rd Chesterfield, MO 63017=3x4 =3x4 =3x4 =3x4 =5x6 =5x6 =3x6 =3x4 18 17 16 15 14 13 12 11 10 9 1 2 3 4 5 6 7 19 8 0-4-12 1-3-2 1-3-02-0-0 0-1-12 4-6-14 1-0-0 6-11-8 1-0-0 7-11-8 0-11-12 8-11-4 1-4-10 5-11-8 1-0-8 9-11-12 4-5-2 4-5-21-8-01-8-0Scale = 1:31.6 Plate Offsets (X, Y):[6:0-1-8,Edge], [7:0-1-8,Edge], [9:Edge,0-1-8], [14:0-1-8,Edge], [18:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.19 Vert(LL)-0.01 12 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.16 Vert(CT)-0.01 12-13 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT)0.00 9 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 59 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)9=1-2-4, 10=0-3-8, 14=4-6-14, 15=4-6-14, 16=4-6-14, 17=4-6-14, 18=4-6-14 Max Grav 9=191 (LC 4), 10=124 (LC 1), 14=292 (LC 3), 15=125 (LC 5), 16=151 (LC 3), 17=155 (LC 5), 18=52 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-18=-47/0, 8-9=-211/0, 1-2=0/0, 2-3=0/0, 3-4=0/0, 4-5=0/0, 5-6=0/0, 6-7=-202/0, 7-8=-127/0 BOT CHORD 17-18=0/0, 16-17=0/0, 15-16=0/0, 14-15=0/0, 13-14=0/202, 12-13=0/202, 11-12=0/202, 10-11=0/0, 9-10=0/0 WEBS 5-14=-66/0, 6-13=0/29, 7-12=0/43, 8-11=0/191, 7-11=-274/0, 6-14=-302/0, 2-17=-141/0, 3-16=-137/0, 4-15=-110/0 NOTES (8) 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 2x4 MT20 unless otherwise indicated. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5)Gable studs spaced at 1-4-0 oc. 6)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION, Do not erect truss backwards. 8)This information is property of Gleckler LLC and cannot be copied, modified, built from or used in any way without prior written consent from Gleckler LLC. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 831 Beach Ave T29533389F22Floor11E7188Job Reference (optional) Gleckler and Sons Building Supplies, Jacksonville, FL - 32209,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Fri Jan 06 07:38:01 Page: 1 ID:k_kuYck3uQaXUzeNV9h4ObzOV7i-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f January 6,2023 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16023 Swingley Ridge Rd Chesterfield, MO 63017 =4x6 =3x6 =7x6 =5x8 =3x6 =3x6 =7x6 =8x10 =3x6 18 17 16 15 14 13 12 11 10 9 1 2 3 4 5 6 7 8 1-3-0 2-0-0 0-6-120-7-14 1-0-0 11-3-6 1-0-0 12-3-6 3-7-12 15-11-2 10-3-6 10-3-61-8-01-8-0Scale = 1:33.8 Plate Offsets (X, Y):[5:0-3-8,0-2-8], [7:0-5-0,0-4-8], [11:0-2-12,0-4-0], [13:0-2-12,0-4-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.63 Vert(LL)-0.17 13-14 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.78 Vert(CT)-0.30 13-14 >618 360 BCLL 0.0 Rep Stress Incr NO WB 0.81 Horz(CT)0.05 9 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 307 lb FT = 11% LUMBER TOP CHORD 2x6 SP DSS BOT CHORD 2x6 SP DSS WEBS 2x4 SP No.3 *Except* 17-1,13-5,11-7:2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)9=0-7-2, 18=0-7-10 Max Grav 9=4089 (LC 1), 18=7020 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-18=-6480/0, 8-9=-3505/0, 1-2=-6515/0, 2-3=-16122/0, 3-4=-21207/0, 4-5=-17909/0, 5-6=-13615/0, 6-7=-13615/0, 7-8=-4088/0 BOT CHORD 17-18=0/427, 16-17=0/12511, 15-16=0/19833, 14-15=0/19833, 13-14=0/22362, 12-13=0/13615, 11-12=0/13615, 10-11=0/9296, 9-10=0/243 WEBS 5-12=-4041/0, 6-11=-4408/0, 1-17=0/8053, 2-17=-8339/0, 2-16=0/5022, 3-16=-4908/0, 3-15=-252/0, 3-14=0/1817, 4-14=-1606/0, 4-13=-6243/0, 5-13=0/7828, 8-10=0/5086, 7-10=-7243/0, 7-11=0/8620 NOTES (7) 1)3-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, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Unbalanced floor live loads have been considered for this design. 4)All plates are 4x10 MT20 unless otherwise indicated. 5)Plates checked for a plus or minus 0 degree rotation about its center. 6)Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 7)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8)This information is property of Gleckler LLC and cannot be copied, modified, built from or used in any way without prior written consent from Gleckler LLC. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 9-18=-10, 1-4=-863, 4-8=-100 Concentrated Loads (lb) Vert: 4=-3333 Job Truss Truss Type Qty Ply 831 Beach Ave T29533390FT01Floor13E7188Job Reference (optional) Gleckler and Sons Building Supplies, Jacksonville, FL - 32209,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Fri Jan 06 07:38:01 Page: 1 ID:F_bEdq6S8S0wE_fOSEmuHdzOV8W-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f January 6,2023 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.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 ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses 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.dimensions shown in ft-in-sixteenths