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HomeMy WebLinkAboutTruss7.r,-np-nn Hatch Legend X CONY. FRAMING BY BLDR. X____ _..._X..___ 9-4-0 PT. HT'. 1 t '�ffil FIRST LEVEL PT. HT. A; B.O.L: EVEN WITH 1st. LEVEL ROOF TRUSSES. J General Notes: j - Per ANSI/TPI 1-2007 all " Truss to Wall" connections are the responsibility of the Building Designer, not the Truss Manufacturer. - Dimensions are Feet -Inches- Sixteenths. - Trusses are to be 24" o.c. unless noted otherwise (U.N.O.) - Trusses are not designed to support brick U.N.O. - Do not cut or modify trusses without first contacting Builders FirstSource, - Immediately contact Builders FirstSource if trusses are damaged. j Connection Notes: - All hangers are to be Simpson or equivalent U.N.O. Use Manufacturer's specifications for all hanger connections U.N.O. - Use 10d x 1 1/2" Nails in hanger connections to single ply roof girder trusses. Floor Truss Notes: j - Shift truss as required to avoid plumbing traps. - Installation Contractor and/or Field Supervisor are to verify all dimensions, trap locations, and options prior to installation Dimension Notes: - Drawing not to scale. Do not scale dimensions Sri :. SF r . M # BCDL: N/A Roof pitch: Cantilever: 2 Art 2411 COASTAL CONSTRUCTION AND EST -2813831). AKINNAGBE RES. Elevation. N/A. Options: N/A. j Designed by:CM Layout: 2813831_AKINNAGBE RES_LAY Date: 07/21/21 Revision History: Revl: Rev2: ,Comments: "" Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RE: 2813831 AKINNAGBE_RES - Coastal Const 2813831_AKINNAGBE RES MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: COASTAL CONSTRUCTION- Project Name: - Model: 2813831 AKT AGF�, 3REQ-4115 Lot/Block: 41 Subdivision: - Address: 4840 WATERSONG WAY, - City: FORT PIERCE State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria,& Design Loads (individual, Truss Design Drawings Show Special Loading Conditions): Design. Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: ASCE 7-16 Wind Speed: 180 mph Roof Load: 46.0 psf Floor Load: N/A psf This package includes 35 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T24895125 A 8/3/21 2 T24895126 Al 8/3/21 3 T24895127 AH7 8/3/21 4 T24895128 AH7A 8/3/21 5 T24895129 AH9 8/3/21 6 T24895130 AH9A 8/3/21 7 T24895131 AH 11 8/3/21 8 T24895132 AH 11 A 8/3/21 9 T24895133 AH13 8/3/21 10 T24895134 AH15 8/3/21 11 T24895135 AH 15A 8/3/21 12 T24895136 B 8/3/21 13 T24895137 B 1 8/3/21 14 T24895138 BH7 8/3/21 15 T24895139 C 8/3/21 16 T24895140 CH 8/3/21 17 T24895141 CA 8/3121 18 T24895142 CAB 8/3/21 19 T24895143 CJ3 8/3/21 20 T24895144 CJ3B 8/3/21 21 T24895145 CJ5 8/3121 22 T24895146 CJ5A 8/3/21 No. Seal# Truss Name Date 23 T24895147 CJ5B 8/3/21 24 T24895148 DGR 8/3/21 25 T24895149 EJ 8/3/21 26 T24895150 EJ7 8/3/21 27 T24B95151 ERB 8/3/21 28 T24895152 HJ 8/3/21 29 T24895153 HJ7 8/3/21 30 T24895154 HJ7B 8/3/21 31 T24895155 HJD 8/3/21 32 T24895156 MGR 8/3/21 33 T24895157 VT 8/3/21 34 T24895158 VT1 8/3/21 35 T24895159 VTGE 8/3/21 The truss drawing(s) referenced above have been prepared -by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2023. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the judsdiction(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. -STATE; 017 , .J6aqutn Velez PE No 88182 M04k USA, Inc FL Cei f'6634 6904 Parke: East Blvd:'tampa_FL 33610 :Data: L�i'i,/dD August 3,2021 Velez, Joaquin 1 of 1 Job Truss Truss Type Qty Ply Coastal Consl-2813831—AKINNAGBE RES T24895125 2813831—AKINNAGBE RES A Roof Special 6 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8A30 s Jun 2 2021 MiTek Industries, Inc. Tue Aug 3 07:43:17 2021 Page 1 ID:JtHSm—VepGl 3hfwsRWAELZzvS?Njzislt8evBasgoPfGJ2aBi—P1f 4TgrUxKrObgyrdGO 16-0.0 r 2-4-0 7-2-13 14-0-0 1 -0 21-8-0 27.4.0 2941-0 32-0-0 2-0-0 , 410.13 6.9-3 0 01-60 5-8-0 5-0-0 2-011 2�-0 5x6 = 7.00 12 Scale = 1:71.2 2x4 I I 5 3x6 4x6 i 21 722 4x6 4x6 4 4 8 3 46 2x4 I I 9 3x6 2 10 1 11 1 o q 16 x = Io 4 3x4 = 20 1918 4x6 = 13 12 3x4 = 1.5x8 STP = 8x10 = 14 1.5x8 STP = 7x10 = 5x12 = 4x6 =3x8 II 29-6-D 32-0-0 LOADING (psf) TCLL 20.0 TCDL 16.0 BCLL 0.0 BCDL 10.0 SPACING- 2u1-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.54 BC 0.63 WB 0.54 Matrix-SH DEFL. in (loc) I/deft L/d Vert(LL) 0.21 18 >999 240 Vert(CT) -0.21 16-17 >999 180 Horz(CT) -0.14 12 n/a n/a PLATES GRIP MT20 244/190 Weight: 253 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 -TOP CHORD Structural wood sheathing directly applied or 4-7-4 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: WEBS 2x4 SP No.3 6-0-0 oc bracing: 13-15 10-0-0 oc bracing: 17-19 WEBS 1 Row at midpt 6-17, 7-17, 3-20 REACTIONS. (size) 12=0-8-0, 20=0-8-0 Max Horz 20=648(LC 10) Max Uplift 12=-1591(LC 12), 20=-1767(LC 12) Max Gram 12=1487(LC 1), 20=1479(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=481/49, 2-3=-300/94, 3-5=1889/1611, 5-6=2145/2011, 6-7=-1625/1456, 7-9=-2311/1880, 9-10=-1407/1128, 10-11=-343/127 BOT CHORD 1-20=0/414, 19-20=1070/1560, 17-19=-226/335, 5-17=-610/744, 16-17=-1133/1669, 15-16=-1291/1745, 13-15=713/711, 9-15=-694/740, 12-13=-57/340, 11-12=57/340 WEBS 3-19=-3381466, 6-17=1443/1577, 7-17=1014/943, 7-16=-40/340, 9-16=-218/264, 10-13=-1088/1330,10-12=1879/1571,2-20=-483/614,3-20=-1861/1800 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. (3-second gust) Vasd=139m h; TCDL=4.2 sf; BCDL=3.0 sf; h=35ft; B=45ft- L=60ft- eave=7ft• Cat. 2) Wind: ASCE 7 16; Vult-180mph ( nd g ) p p p , II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 16-0-0, Exterior(2R) 16-0-0 to 22-0-0, Interior(1) 22-M to 32-0-0 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 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=1591, 20=1767. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." N,o 681;82 August 3,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with Mffek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall /�� /A�� l building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IYIT ek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Const_2813831_AKINNAGBE RES T24895126 2813831_AKINNAGBE_RES Al ROOFTRUSS 12 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL-33564, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Aug 3 07:43:19 2021 Page 1 ID:JIHSm VepGl3hfwsRWAELZzvS?N-gLgdjZ9uRlgZ36Z2Nk42H74eVTc8wkYnPeKVfjyrdGM 2.40 11-10.4 , 16-0.0 , 20-1-12 , 29-8-0 , 32-0-0 , 2.40 9-6-4 4.1-12 41-12 9-6-0 2-4-D 5x6 = 7.00 12 14 13 " 11 10 1.5x8 STP = 4x6 _ 46 = 46 —_ 1.5x8 STP = 3x8 11 3x8 11 2-0-0 2.0101 •0 11-10-4 20-1-12 294W 3 32-0-0 2-0-0 0 -0 9-6A 8-3-8 9-6-4 0 -0 2-0-0 Plate Offsets (X,Y)—[2:0-4-0,0-4-0),[4:0-4-0,0-3-8),[6:0-4-0,0-3-8),[B:0-4-0,0-4-0),[10:0-4-12,0-1-8),[14:0-4-12,0-1-8) LOADING (pso SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 16.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2020ITP12014 LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 10=0-8-0, 14=0-8-0 Max Horn 14=648(LC 11) Max Uplift 10=-1479(LC 12), 14=-1653(LC 12) Max Grav 10=1779(LC 1B), 14=1779(LC 17) Scale = 1:64.9 0 I9 0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TC 0.99 Vert(LL) -0.55 13-14 >594 240 MT20 244/190 BC 0.85 Vert(CT) -0.60 13-14 >548 180 MT20HS 187/143 WB 0.52 Horz(CT) 0.02 10 n/a n/a Matrix-SH Weight: 228 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-5-13 oc bracing. WEBS 1 Row at midpt 8-11, 2-13 JOINTS 1 Brace at Jt(s): 15 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=690/310, 24=2138/1414, 4-5=-543/321, 5-6=542/321, 6-8=-2138/1415, 8-9=-7081323 BOT CHORD 1-14=-3651716, 13-14=872/1346, 11-13=716/1740, 10-11= 424/734, 9-10=424/734 WEBS 4-15=-171611508, 6-15=171611508, 6-11=16/362, 8-11=-584/1753, 8-1 0=1 86511633, 5-15=-241/273, 4-13=-18/363, 2-13=581/1734, 2-14=-1865/1708 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 16-0-0, Exterior(2R) 16-0-0 to 22-0-0, Interior(1) 22-0-0 to 32-0-0 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 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) 150.01b AC unit load placed on the top chord, 16-0-0 from left end, supported at two points, 5-0-0 apart. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=1479,14=1653. 9) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 NO 0189. A Blvd: TWO FL 33610' August 3,2021 Continued on a e 2 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. r.� Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW 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 ANSbTPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Const_2813831_AKINNAGBE RES T24895126 2813831_AKINNAGBE_RES Al ROOF TRUSS 12 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Aug 3 07:43:19 2021 Page 2 I D:JtH Sm_VepG 13hfwsRWAELZzvS 7 N-gLgdjZ9uRlgZ36Z2 N k42H74eVTcBwkYn PeKVfj yrdGM LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-5=-72, 5-9=-72, 1-13=20, 11-13=-30, 9-11=-20 Concentrated Loads (lb) Vert: 17=75 18=75 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=62, 5-9=-62, 1-13=-35, 11-13=-60, 9-11=-35 Concentrated Loads (lb) Vert: 17=-75 18=75 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=32, 5-9=32, 1-13=-40, 11-13=-50, 9-11=-40 Concentrated Loads (lb) Vert: 17=-75 18=75 4) Dead + 0.6-C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=91, 5-19=111, 9-19=91, 1-14=156, 13-14=6, 11-13=16, 10-11=-6, 9-10=156 Horz: 1-5=99, 5-19=119, 9-19=99 Concentrated Loads (lb) Vert: 17=-75 18=75 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-16=91, 5-16=111, 5-9=91, 1-14=156, 13-14=6, 11-13=-16, 10-11=-6, 9-10=156 Horz: 1-16=99, 5-16=-119, 5-9=99 Concentrated Loads (lb) Vert: 17=-75 18=75 6) Dead +0.6'C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=101, 5-9=-101, 1=14=30, 13-14=-20, 11-13=30, 10-11=-20, 9-10=30 Hors: 1-5=69, 5-9=69 Concentrated Loads (lb) Vert: 17=-75 18=75 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plq Vert: 1-5=101, 5-9=101, 1-14=30, 13-14=-20, 11-13=30, 10-11=20, 9-10=30 Horz: 1-5=69, 5-9=69 Concentrated Loads (lb) Vert: 17=75 18=75 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=28, 5-9=61, 1-14=63, 13-14=-6, 11-13=-16, 9-11=6 Horz: 1-5=37, 5-9=70 Concentrated Loads (lb) Vert: 17=75 18=75 9) Dead + 0.6-MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=61, 5-9=28, 1-13=6, 11-13=16, 10-11=-6, 9-10=63 Horz: 1-5=70, 5-9=37 Concentrated Loads (lb) Vert: 17=-75 18=75 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=68, 5-9=1, 1-14=49, 13-14=-20, 11-13=-30, 9-11=20 Horz: 1-5=36, 5-9=33 Concentrated Loads (lb) Vert: 17=-75 18=75 11) Dead +0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=1, 5-9=-68, 1-13=-20, 11-13=-30, 10-11=-20, 9-10=49 Horz: 1-5=33, 5-9=36 Concentrated Loads (lb) Vert: 17=-75 18=75 12) Dead +0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=106, 5-9=106, 1-14=63, 13-14=-6, 11-13=16, 9-11=6 Horz: 1-5=115. 5-9=115 Concentrated Loads (lb) Vert: 17=-75 18=75 13) Dead +0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=62, 5-9=62, 1-13=6, 11-13=-16, 10-11=-6, 9-10=63 Horz: 1-5=71, 5-9=71 Concentrated Loads (lb) Vert: 17=75 18=75 14) Dead +0.6 MWFRS Wind (Neg. Internal) tat Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on paqe 3 r. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 51192020 BEFORE USE. Design valid for use only with Meek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �/r�� T building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IYi� �• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ip fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSl7(P/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Coastal Const_2813831_AKINNAGBE RES T24895126 2813831_AKINNAGBE_RES Al ROOF TRUSS 12 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 6.43U s Jun 2 2U21 Mi l eK Industries, Inc. I ue Aug 3 Ut:43:18 ZUZ7 rage 3 I D:JtH S m_VepG 13hfwsRWAELZzvS7N-gLgdjZ9uRlgZ36Z2N k42 H74eVTc8wkYnP eKVfjyrdGM LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-5=35, 5-9=35, 1-14=49,13-14=-20, 11-13=30, 9-11=20 Harz: 1-5=3, 5-9=3 Concentrated Loads (lb) Vert: 17=-75 18=75 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plo Vert: 1-5=-35, 5-9=35, 1-13=20, 11-13=-30, 10-11=-20, 9-10=49 Harz: 1-5=3, 5-9=3 Concentrated Loads (lb) Vert: 17=-75 18=75 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform -Loads (plf) Vert: 1-5=32, 5-9=32, 1-13=40, 11-13=-70, 9-11=40 Concentrated Loads (lb) Vert: 17=-75 18=75 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-89, 5-9=37, 1-14=17, 13-14=-35, 11-13=60, 9-11=35 Harz: 1-5=27, 5-9=25 Concentrated Loads (lb) Vert: 17=-75 18=75 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=37, 5-9=-89, 1-13=35, 11-13=-60, 10-11=35, 9-10=17 Harz: 1-5=25, 5-9=27 Concentrated Loads (lb) Vert: 17=-75 18=75 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1 st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=64, 5-9=64, 1-14=17, 13-14=-35, 11-13=60,-9-11=35 Harz: 1-5=2, 5-9= 2 Concentrated Loads (lb) Vert: 17=-75.18=75 20) Dead + 0.75 Roof Live (bat.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=64, 5-9=64, 1-13=35, 11-13=-60, 10-11=35, 9-10=17 Harz: 1-5=2, 5-9=2 Concentrated Loads (lb) Vert: 17=-75 18=75 21) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=72, 5-9=-32, 1-13=-20, 11-13=-30, 9-11=20 Concentrated Loads (lb) Vert: 17=75 18=75 22) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=32, 5-9=72, 1-13=20, 11-13=-30, 9-11=-20 Concentrated Loads (lb) Vert: 17=-75 18=75 23) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=62, 5-9=32, 1-13=35, 11-13=60, 9-11=35 Concentrated Loads (lb) Vert: 17=-75 18=75 24) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=32, 5-9=62, 1-13=35, 11-13=-60, 9-11=-35 Concentrated Loads (lb) Vert: 17=-75 18=75 A WARNING - Venfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use onlywith MRek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PI1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 206D1 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Const_2813831—AKIN NAGBE RES T24895127 2813831_AKINNAGBE RES AH7 Hip Girder 1 e� L Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Aug 3 07:43:28 2021 Page 1 ID:JtHSm_VepGl3hfwsRWAELZzvS7N-v4tOceGYJ W2lfUImP7k98OxBG5g7Xgq6TYOTTiyrdGD 2-0-0 i 7-0-0 16-0-0 25.0-0 29-8-0 32-0-0 i 2-V r 4-8-0 9-0-0 9-0-0 4-8-0 2-4-0 Special 5x8 = 7 nn171-17 Special 3x8 II Special Special Special Special 5x6 = SpecialSpecial Special Special 5x8 = 16 17 18 1920 4 5 21 22 23 24 6 1.5x8STP= 4x6 = 4x6 = NAILED 1.5x8STP= NAILED NAILED4x6 = 06 = 1.5x8STP= 3x6 II THJA26 NAILED NAILED 6x8 = NAILED THJA26 3x6 II NAILED NAILED 32-0-0 Scale = 1:54.5 LOADING (psf) TCLL 20.0 TCDL 16.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2020/TPI2014 CSI. TC 0.92 BC 0.22 WB 0.45 Matrix-SH DEFL. in (loc) Udefl Lid Vert(LL) 0.04 12-14 >999 240 Vert(CT) 0.04 12-14 >999 180 Horz(CT) -0.02 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 434 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 15=0-8-0, 12=G-8-0, 9=0-8-0 Max Horz 15=287(LC 6) Max Uplift 15=-2225(LC 8), 12=-4300(LC 8), 9=2052(LC 8) Max Grav 15=1275(LC 39), 12=2639(LC 36), 9=1276(LC 38) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1441/1983, 3-4=242/476, 4-6=-242/476, 6-7=1461/2018 BOT CHORD 14-15=-3T4/294, 12-14=1613/1415, 10-12=-1535/1255 WEBS 2-15=-1320/1841, 2-14=1668/1349, 3 14=355/235, 3-12=1188/1552, 4-12=-1642/2678, 6-12=1159/1588, 6-10=-355/234, 7-1 0=-1 667/1343, 7-9=1328/1757 NOTES- (15) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 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 roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2225 lb uplift at joint 15, 4300 lb uplift at joint 12 and 2052 lb uplift at joint 9. 10) Use Simpson Strong -Tie THJA26 (THJA26 on 2 ply, Left Hand Hip) or equivalent at 7-0-6 from the left end to connect truss(es) to front face of bottom chord. 11) Use Simpson Strong -Tie THJA26 (THJA26 on 2 ply, Right Hand Hip) or equivalent at 24-11-10 from the left end to connect truss(es) to front face of bottom chord. 12) Fill all nail holes where hanger Is in contact with lumber. 13) "NAILED" indicates 3-1 Od (0.148"x3") or 3-12d (0.148"x3.25') toe -nails per NDS guidlines. August 3,2021 Continued on oaae 2 ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 51192020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not 's 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 bucking of individual truss web and/or chord members only. Additional temporary and permanent bracing M) �ik• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the IT fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTPIt Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Const_2813831_AKINNAGBE RES T24895127 2813831_AKINNAGBE RES AH7 Hip Girder 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Aug 3 07:43:28 2021 Page 2 I0:JtHSm_VepGl3hfwsRWAELZzvS?N-v4tOceGYJ WzlfUlm P7k980xBG5g7Xgq6TYOTTiyrdGD NOTES- (15) 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 890 lb down and 1126 lb up at 7-0-0, 330 lb down and 425 lb up at 9-D-12, 330 lb down and 425 lb up at 11-0-12, 330 lb down and 425 lb up at 13-0-12, 330 lb down and 425 lb up at 15-0-12, 330 lb down and 425 lb up at 16-11-4, 330 lb down and 425 lb up at 18-11-4, 330 lb down and 425 lb up at 20-11-4, and 330 lb down and 425 lb up at 22-11-4, and 89D lb down and 1126 lb up at 25-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 15) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the -building designer per ANSI TPI 1 as referenced by the building code" LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=72, 3-6=72, 6-8=-72, 1-8=20 Concentrated Loads (lb) Vert: 3=215(F) 5=111(F) 6=215(F) 14=145(F) 10=145(F) 16=111(F) 17=111(F) 18=111(F) 20=-111(F) 22=111(F) 23=111(F) 24=111(F) ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ° Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTpik� is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1rP/1 Quality Criteria, DS849 and SCSI Building Component 6984 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Const_2813831_AKINNAGBE RES T24895128 2813831_AKINNAGBE_RES AH7A Roof Special Girder 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Aug 3 07:43:30 2021 Page 1 ID:JtHSm_VepGl3hfwsRWAELZzvS?N-rT?nl Jlor8DOuov9XYmdDR1 a5vPF?j3PxrVaYayrdGB 2-40 7-0-0 13-8-0 19.4-0 29-8-0 32-0-0 2-4-0 4-&0 6.8.0 5-8-0 10-4-0 Scale: 3/16"=1' 5x6 = 1.5x8 STP = 5x8 = 46 = 5x8 = 1.5xB STP = 3x8 11 THJA26 LUS26 3x6 11 LOADING (psf) TCLL 20.0 TCDL 16.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2020/TPI2014 CSI. TC 0.71 BC 0.69 WB 0.53 Matrix-SH DEFL. in Vert(LL) 0.28 Vert(CT) -0.25 Horz(CT) -0.03 (loc) I/deft Lid 9-11 >999 240 9-11 >999 180 8 n/a- rile PLATES GRIP MT20 244/190 Weight: 445 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc pudins. BOT CHORD 2x6 SP No.2 Except: WEBS 2x4 SP No.3 1 Row at midpt 4-11 BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. REACTIONS. (size) 12=0-8-0, 8=0-8-0 Max Horz 12=514(LC 6) Max Uplift 12=-3445(LC 8), 8=-2025(LC 8) Max Grav 12=2723(LC 39); 8=1703(LC 37) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=336313953, 3-4=2883/3562, 4-11=-1402/1773, 4-5=-1928/2364, 5-6=-1984/2266, 6-7=-528/482 BOT CHORD 11-12=-507/576, 9-11=3504/3343, 8-9=642/607, 7-8=-642/607 WEBS 2-12=-2926/3589, 2-11=3379/3015, 3-11=675/838,-4-9=-2065/2615, 5-9=-1481/1335, 6-9=-1050/1468, 6-0=-172212279 NOTES- (15) 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc. Webs connected as follows: 2x4 - 1 row at 0-9-0 Do. 2) All loads are considered equally applied to all plies, except If noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3445 lb uplift at joint 12 and 2025 lb uplift at joint 8. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Use Simpson Strong -Tie THJA26 (THJA26 on 2 ply, Right Hand Hip) or equivalent at 7-0-6 from the left end to connect truss(es) to back face of bottom chord. 12) Use Simpson Strong -Tie LUS26 (4-SD9112 Girder, 4-SD9212 Truss, Single Ply Girder) or equivalent at 8-7-4 from the left end to connect truss(es) to back face of bottom chord. dfolitfiijisidl sibbole9 where hanger is in contact with lumber August 3,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511M020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not �° a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing �A T is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the IYI� iQik° fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 366110 Job Truss Truss Type Qty Ply Coastal Const_2813831 AKINNAGBE RES T24895128 2813631 AKINNAGBE_RES AH7A Roof Special Girder 1 n L Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33554, b.431.) s Jun 2 ZUZ1 MI I eK Industries, Inc. I us Aug 3 U/:43:3U ZUZI rage z ID:JtHSm_VepGl3hfwsRWAELZzvS?N-rT?nl Jlor8DOuov9XYmdDR1 a5vPF?j3PxrVaYayrdGB NOTES- (15) 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 890 lb down and 1126 lb up at 7-1-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 15) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=72, 3-4=72, 4-5=72, 5-7=72, 1-7=-20 Concentrated Loads (lb) Vert: 3=-215(B) 11 =1 45(B) 13=-949(B) ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. Design valid for use only with MTeM connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPII quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Const_2813831 AKINNAGBE RES T24895129 2813B31_AKINNAGBE_RES AH9 Hip 1 1 Job Reference (optional) Builclers FlfstSource (I ampa, I-L), I ampa, FL - 33b64, B.4JU s Jun Z ZUZI MI I eK maustrles, inc. i ue Aug J Uf:4J:Jl LUZI rage l ID:JtHSm_VepG13hfwsRWAELZzvS?N-JfZ9EfJQcRLsWyUL4FIsmfZoTJowk8UY9VE741 yrdGA 2-4-0 9-0-0 16-0-0 23-0-0 r - _ _ 29-8-0_ 32-0-0 J 2-4-0 6-8-0 7-M 7-0-0 6-8-0 2�-0 5x8 = 3x6 II 17 4 18 5xB = 5 Scale = 1:53.7 _. 14 -- 13 '— -- 11 9 -- B -- 3x4 = 1 5x8 STP = 46 = 1.5x8 STP = 4x6 = 1.5xB STP = 3x4 = 3x6 11 4x6 7x10 = 4x6 = 3x6 11 LOADING (psf) TCLL 20.0 TCDL 16.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.54 BC 0.47 WB 0.65 Matrix-SH DEFL. in (loc) Vdefl L/d Vert(LL) 0.09 13-14 >999 240 Vert(CT) 0.08 13-14 >999 180 Horz(CT) -0.01 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 226 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-4-9 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-11, 5-11 REACTIONS. (size) 14=0-8-0, 11=D-8-0, 8=0-8-0 Max Horz 14=368(LC 11) Max Uplift 14=1500(1_C 12), 11=-2415(LC 12), 8=-1326(LC 12) Max Grav 14=808(LC 21), 11=1334(LC 1), 8=808(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=60/287, 2-3=-535/1321, 3-4=-81/252, 4-5=-81/252, 5-6=-535/1306, 6-7=60/293 BOT CHORD 1-14=-279/70, 13-14=-489/388, 11-13=-805/350, 9-11=-806/350, 8-9=285/70, 7-8=-285/70 WEBS 2-14=-688/1296, 2-13=723/284, 3-13=-932/218, 3-11=-504/1369, 411=-625/621, 5-11=-504/1370, 5-9=930/218, 6-9=716/284, 6-8=-688/1289 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. y!►!i!1/lt RS (directional)to 05-13 9h0 0 to 17-5-13 23 lor(2R) left &I N. 17-513, Interior(1) to 0-0 Exte 23-0 0 tE31 5 1(3,En er o�(1) 31to 32 0,0 zonal canOtilever andR exposed end vertical left and right exposed; left and right exposed;C-C for members and forces & MWFRS for reactions.!` `N ; porch . shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck No to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 1 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �'^Q will fit between the bottom chord and any other members.- .;,. S OF 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1500 lb uplift at joint 14, 2415 lb uplift at +�. joint 11 and 1326 lb uplift at joint 8. 8) "This manufactured is designed as an individual building component. The suitability and use of this component for any .00 ♦��T 9 P� `, product particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." ��jt. S jx t e V Parke;East Blvd Tampa FL 33610; August 3,2021 A WARNING -verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE.° Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must 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 iUliTek 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 ANSVTPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Const_2813831_AKINNAGBE RES T24895130 2813831_AKINNAGBE_RES AH9A Roof Special 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Aug 3 07:43:32 2021 Page 1 I D:JtH Sm_VepGl 3hfwsRWAELZzvS?N-n r6XS?K2 NITj762Yezp51 s6z?i7kTX2 iO9_hcTyrdG9 2-40 i 9.0.0 15-8-0 i 19-4-0 , 29-8-0 _ _ _ _ _ _� 32-0-0 2-4-0 6-8-0 6-8-0 3-&0 10-4-0 2-4-0 5x8 = 1.5x8 STP = 5x8 = 4x6 5x8 = 1.5x8 STP = 3x8 11 3x8 11 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 16.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x6 SP No.2 *Except* 5-7: 2x6 SP M 26 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 12=0-8-0, 8=0-8-0 Max Horz 12=514(LC 11) Max Uplift 12=1769(1-10 12), 8=-1595(LC 12) Max Grav 12=1621(LC 17), 8=1617(LC 18) Scale = 1:59.5 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TC 0.55 Vert(LL) -0.10 9-11 >999 240 MT20 2441190 BC 0.56 Vert(CT) -0.19 9-11 >999 180 WB 0.95 Horz(CT) -0.03- -8 n/a n/a Matrix-SH Weight:227 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-2-15 oc bracing. WEBS 1 Row at midpt 4-11 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=197811593, 3-4=1789/1571, 4-5=-1906/1687, 5-6=-1891/1543, 6-7=-645/488 BOT CHORD 11 -1 2=-472/686, 9-11=1403/1925, 8-9=643/741, 7-8=-643/741 WEBS 2-12=-1748/1704-, 2-11 =1 056/1328, 3-11=94/421, 4-11=-615/570, 4-9=1187/1117, 5-9=845/1130, 6-9=-402/1069, 6-8=1764/1942 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp D; Encl., GCpi=0:18; MWFRS (directional) and C-C Extedor(2E) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 9-0-0, Extedor(2R) 9-0-0 to 15-0-0, Interior(1) 15-0-0 to 19-4-0, Exterior(2R) 19-4-0 to 25-4-0, Interior(1) 25-4-0 to 32-0-0 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 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1769 lb uplift at joint 12 and 1595 lb uplift at joint 8. 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." No 68y 8'2' Tampa F133610' August 3,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 511912020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not Itruss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiT�ik' 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 ANSYTPlf Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 2D601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Const 2813831—AKINNAGBE RES T24895131 2813831_AKINNAGBE_RES AH11 Hip Structural Gable 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Aug 3 07:43:20 2021 Page 1 ID:JtHSm VepGl3hfwsRWAELZzvS?N-8YO?wvAXC3yQhGBExRbHpKcpdt xf5Ywd142B9yrdGL 2-0-0 11-0-0 21-0-0 29-M 32-0-0 20-0 848-0 10-0-0 8-8-0 2-4-0 13 1.5x8 STP = 3x8 11 5x8 = 15 16 17 18 6x8 = 12 7x10 = 4x6 = 10 22 9 8 5x8 = 4x6 = Scale = 1:53.7 2-0-0 2 4 0 11-0-0 15-0-0 21-M 29-M 3q q 0 32-0-0 2-0-0 0-0-0 B-8-0 41-0 5-6-0 B-8-0 O 2-0-0 Plate Offsets (X,Y)— [1:0-2-8,0-1-2), [2:0-4-0,0-3-12), [3:0-4-4,0-3-4), [4:0-5-4,0-3-8[, [5:0-4-0,0-3-12l, [7:0-4-8,0-1-8[, [8:0-3-8,0-4-121, [13:0-4-12,0-1-8[ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.24 12-13 >657 240 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.75 Vert(CT) 0.23 12-13 >693 180 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(CT) -0.01 8 n/a n/a BCDL 10.0 Code FBC20201TP12014 Matrix-SH Weight: 222 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-2-14 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 2-12, 5-8 2 Rows at 1/3 pts 4-12 REACTIONS. All bearings 14-6-0 except (jt=length) 13=0-8-0, 10=0-3-8. (lb) - Max Horz 13=448(LC 11) Max Uplift All uplift 100 lb or less at joints) except 13=2020(LC 12), 8=1191(LC 12), 7=-957(LC 12), 10=-111(LC 12) Max Grav All reactions 250 lb or less at joint(s) 10 except 13=1137(LC 2), 8=1104(LC 2), 7=787(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=233/975, 2-3=-936/2177, 3-4=-744/2153, 4-5=438/624, 5-6=-325/207 BOTCHORD 1-13=-947/242, 12-13=1095/531, 7-8=293/350, 6-7=293/350 WEBS 2-13=-1021/1531, 2-12=794/482, 3-12=441/175, 4-12=-1839/625, 4-8=-868/1551, 5-8=365/242, 5-7=699/1156 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 11-0-0, Exterior(2R) 11-0-0 to 19-5-13, Interior(1) 19-5-13 to 21-0-0, Exterior(2R) 21-0-0 to 29-8-0, Interior(1) 29-8-0 to 32-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fd between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2020 lb uplift at joint 13, 1191 lb uplift at joint 8, 957 lb uplift at joint 7 and 111 lb uplift at joint 10. 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." August 3,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 51192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 �''rQk" 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 ANSb7PI1 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Coastal Const 2813831_AKINNAGBE RES T24895132 2813831 AKINNAGBE_RES AH11A Roof Special 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Aug 3 07:43:21 2021 Page 1 ID:JtHSm_VepGl3hfwsRWAELZzvS7N-ckyNBEB9zN4HJQjQV96 WMY90HHOxOYg4sypbkcyrdGK 2.40 11-0-0 , 17-8-0 , 19-4-0 , 29-8-0 , 32-a0 , 2-4.0 8.8-0_ 6-8-0 1-8-0 10-4-0 2-4-0 Scale = 1:59.5 6x8 = 6x8 = 6x8 = 5 1.5x8 STP = 5x8 — 4x6 US —_ 1.5x8 STP = 3x8 II 3x8 II LOADING (psf) TCLL 20.0 TCDL 16.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.84 BC 0.44 WB 0.93 Matrix-SH DEFL. in Vert(LL) 0.09 Vert(CT) -0.14 Horz(CT) -0.02 (loc) Vdefl Lid 9-11 >999 240 B-9 >999 180 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 233 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 4-4-8 oc purlins. 5-7: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 7-4-14 oc bracing. BOT CHORD 2x6 SP No.2 WEBS 1 Row at midpt 2-11, 4-11 WEBS 2x4 SP No.3 REACTIONS. (size) 12=0-8-0, 8=0-8-0 Max Horz 12=513(LC 10) Max Uplift 12=-1769(LC 12), 8=-1595(LC 12) Max Grav 12=1636(LC 17), 8=1637(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-440/168, 2-3=1943/1585, 3-4=-1773/1616, 4-5=-1862/1683, 5-6=-1892/1555, 6-7=-646/465 BOT CHORD 1-12=-273/488, 11-12=-446/867, 9-11=997/1574, 8-9=616/732, 7-8=6161732 WEBS 2-12=-1746/1806, 2-11=771/1157, 3-11=5/363, 4-11=-Va1230, 4-9=-947/863, 5-9=767/1072, 6-9=-447/1035, 6-8=174011849 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16: Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) D-D-O to 6-0-0, Interior(1) 6-0-0 toll-D-0, Exterior(2R) 11-0-0 to 17-0-0, Interior(1) 17-0-0 to 19-4-0, Exterior(2R) 19-4-0 to 25-4-0, Interior(1) 25-4-0 to 32-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and farces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1769 lb uplift at joint 12 and 1595 lb uplift at joint S. 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." August 3,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 51192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 2D601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Const_2813631_AKINNAGBE RES T24895133 2813831 AKINNAGBE_RES AH13 Hip 2 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Aug 3 07:43:22 2021 Page 1 I D: JtH Sm_VepG 13hfwsRWA ELZzvS7N-4w W ILaCnkgCBwZld3sdl ul hF3ghn75ZD5cZ9G2yrdGJ 2-0-0 13.0-0 19-M i 29-B-0 _ 32-11-0 i 2-0-0 10-8-0 6-M 10-M 2, Sx8 = 5x8 = 14 15 4 1.5x8 STP = 4x6 = 4x8 — 4X = 1.5x8 STP = 3x8 II 3x8 II 2-0-0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 16.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress [nor YES BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x6 SP M 26 `Except* 3-4: 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 11=0-8-0, 7=0-8-0 Max Horz 11=-529(LC 10) Max Uplift 11=-1769(LC 12), 7=-1595(LC 12) Max Gram 11=1666(LC 17), 7=1666(LC 18) Scale = 1:54.1 CSI. DEFL. in (too) I/deft Ud PLATES GRIP TC 0.52 Vert(LL) -0.3710-11 >883 240 MT20 244/190 BC 0.60 Vert(CT) -0.4510-11 >736 180 WB 0.57 Horz(CT) -0.02 7 n/a n/a Matrix-SH Weight: 216 Ito FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 7-3-3 oc bracing. WEBS 1 Row at midpt 2-10, 5-8 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=852/455, 2-3=-1687/1525, 3-4=-1389/1612, 4-5=-1686/1525, 5-6=-869/538 BOT CHORD 1-11=686/889, 10-11=828/1297, 8-10=735/1433, 7-8=-717/906, 6-7=717/906 WEBS 2-11=-1418/1910, 2-10=582/1188, 3-10=-30/348, 4-8=-28/347, 5-8=673/1207, 5-7=1418/180B -NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II;.Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 13-0-0, Exterior(2E) 13-0-0 to 19-0-0, Exter[or(21R) 19-0-0 to 27-5-13, Interior(1) 27-5-13 to 32-0-0 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 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) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1769 Ib uplift at joint 11 and 1595 lb uplift at joint 7. 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code:' No 68182' 31- OF t.Blvd Tatbg 'FL 33610 August 3,2021 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web andror chord members only. Additional temporary and permanent bracing pp yp T Pikw is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the IVI� I fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSMII Quality criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Consl_2813831_AKINNAGBE RES T24895134 2813831_AKINNAGBE RES AH15 Hip 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Aug 3 07:43:23 2021 Page 1 ID:JtHSm_VepGl3hfwsRWAELZzvS?N-Y748ZwDPV K?Yjspea8_RzEKy4?SsTaNJGlioUyrdGI 2-4-D 8-6.0 14-40 1 17-0-0 27.4-0 29-8-0 32-0-0 2-4-0 6-2.0 5-10-0 8- 2-0-0 1D-4-0 2-4-0 2-4-0 8x10 = 5x8 = 7.00 F12 3x6 II 5 6 7 1.5x8 STP = 7x1D = 14 1.5x8 STP = 7x10 = 4x12 = 5x6 = 3x8 II LOADING -(psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 16.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress incr YES BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x6 SP N0.2 "Except* 8-11: 2x6 SP M 26 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 20=0-8-0, 12=0-8-0 Max Horz 20=-609(LC 10) Max Uplift 20=-1767(LC 12), 12=-1591(LC 12) Max Grav 20=1479(LC 1), 12=1487(LC 1) Scale = 1:61.7 I IQ 0 CSI. DEFL. in (loc) -1/defl Lid PLATES GRIP TC 0.96 Vert(LL) 0.16 18 >999 240 MT20 2441190 BC 0.76_ Vert(CT)-0.2615-16 >999 180 MT20HS 187/143 WB 0.84 Horz(CT) -0.16 12 n/a n/a Matrix-SH Weight: 262 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-0-8 oc bracing. Except: 6-0-0 cc bracing: 13-15 10-0-0 oc bracing: 17-19 WEBS 1 Row at midpt 3-20, 9-16 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=364/0, 2-3=-418/287, 34=1553/1640, 4-5r 1676/1934, 5-6=-1390/1582, 6-7=-1454/1659, 7-9=-1612/1566, 9-10=-1235/1259, 10-11=-372/139 BOT CHORD 1-20=0/281, 19-20=1037/1525, 17-19=341/388, 4-17=-372/583, 16-17=-553/1238, 15-16=-2071/2028,1&15=761/943, 9-15=-677/996, 12-13=-77/377, 11-12=77/377 WEBS 2-20=543/854, 3-20=1368/1509, 3-19=348/541, 5-17=-767/518, 6-16=-591/669, 7-16=-224/455, 9-16=-1122/1433, 10-13=157211406, 10-12=-1574/1563 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directionaq and C-C Exterior(2E) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 15-0-0, Exterior(2E) 15-0-0 to 17-0-D, Exterior(2R) 17-0-0 to 25-5-13, Interior(1) 25-5-13 to 32-0-0 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 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) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1767 lb uplift at joint 20 and 1591 lb uplift at joint 12. 9) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." August 3,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �a a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSI?Plf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Const_2813831 AKINNAGBE RES T24895135 2813831_AKINNAGBE RES AH15A Hip 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Aug 3 07:43:24 2021 Page 1 ID:JtHSm_VepGl3hfwsRWAELZzvS?N-DJeWmGD1 FITsAtR?AHgD_AnbBUMyb?gwyw2GKwyrdGH r 2-40 i 8-6-0 15-0.0 i 17-0-0 23-6-0 i 29-&o _32-0-0 2-4-0 6-2-0 6-6-0 2-D-D 6-&0 -2-0 2-40 6x8 = 6x8 = 7.00 12 1.54 STP = 5x6 = 1.5x8 STP = 7x10 = 3x4 = 3x4 = 7x10 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 16.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 13=0-8-0, 9=0-8-0 Max Horz 13=609(LC 10) Max Uplift 13=1769(LC 12), 9=-1595(LC 12) Max Grav 13=1642(LC 17), 9=1642(LC 18) Scale = 1:59.9 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TC 0.54 Vert(LL) -0.16 9-10- >999 240 MT20 244/190 BC 0.68 Vert(CT) -0.30 9-10 >999 180 WB 0.52 Horz(CT) 0.03 9 n/a n/a Matrix-SH Weight: 236 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-0-6 oc bracing. WEBS 1 Row at midpt 3-13, 3-12, 6-10, 6-9 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=510/0, 2-3=650/279, 3-4=1449/1547, 4-5=129111531, 5-6=-1449/1548, 6-7=-649/403, 7-8=511/0 BOT CHORD 1-13=0/406, 12-13=1055/1695, 10-12=521/1318, 9-1 0=1 07611267, 8-9=0/406 WEBS 2-13=-485/797, 3-13=1256/1526, 3-12=-474/669, 4-12=-346/421, 5-10=-357/420, 6-10=-476/695, 6-9=1256/1412, 7-9=-485/771 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 15-0-0, Exterior(2E) 15-0-0 to 17-0-0, Exterior(21R) 17-0-0 to 25-5-13, Interior(1) 25-5-13 to 32-0-0 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 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) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1769 lb uplift at joint 13 and 1595 lb uplift at joint 9. 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code" No 681`82. r _ ST , OF . , tt 111114 Tampa FL 33610 August 3,2021 ALWARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 7 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPIf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 213601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Const 2813831_AKINNAGBE RES T24895136 2813831_AKINNAGBE_RES B COMMON 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Aug 3 07:43:33 2021 Page 1 I D: JtHSm_VepG 13hfwsRWAELZzvS? N-F2gvfLKg83balGdkC gKKr4f116N DC8C rdpjE9vyrd GB -21.0 6-2-0 12-4-0 14-4-0 2-0-0 6-2-0 6-2-0 2-0-0 5x6 = 6x8 = 6x8 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) -0.40 6-7 >364 240 TCDL 16.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.63 6-7 >228 180 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(CT) 0.01 6 nla n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-Sf LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BOT CHORD WEBS REACTIONS. (size) 7=Mechanical, 6=Mechanical Max Horz 7=745(LC 11) Max Uplift 7=939(LC 12), 6=939(LC 12) Max Grav 7=758(LC 2), 6=758(LC 2) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=599/731, 3-4=-599/731, 2-7=-83111036, 4-6=-830/1036 BOT CHORD 6-7=366/658 WEBS 3-7=-698/373, 3-6=-697/373 Scale: 1/4"=1' PLATES GRIP MT20 244/190 Weight: 112 Ito FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 2-2-0 oc bracing. 1 Row at midpt 3-7, 3-6 NOTES- (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vuft=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-2-0-Oto 4-D-0, Interior(1) 4-0-0 to 6-2-0, Exterior(2R) 6-2-0 to 12-2-4, Interior(1) 12-2-4 to 14-4-0 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 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf-on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 939 lb uplift at joint 7 and 939 lb uplift at joint 6. 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." August 3,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not ��° a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSbTPI1 Quality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Const 2813831_AKINNAGBE RES T24895137 2813831_AKINNAGBE_RES 131 COMMON 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Aug 3 07:43:34 2021 Page 1 ID:JtHSm_VepGl3hfwsRWAELZzvS?N jEElshLJvMjRNPCwmOrZOHBC?WiRxa3_rTTnhLyrdG7 6-2-0 12-4-0 6-2-0 6-2-0 4x6 I 5x8 = 7 nnFi_7 5 4 6x8 = 6x8 = LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 TCDL 16.0 Lumber DOL 1.25 BC 0.93 BCLL 0.0 Rep Stress Incr YES WB 0.28 BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH DEFL. in (Ioc) I/deft Lid PLATES GRIP Vert(LL) -0.40 4-5 >363 240 MT20 244/190 Vert(CT) -0.63 4-5 >228 180 Horz(CT) 0.01 4 n/a n/a LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BOT CHORD WEBS REACTIONS. (size) 5=Mechanical, 4=Mechanical Max Horz 5=-659(LC 10) Max Uplift 5=-603(LC 12), 4=603(LC 12) Max Grav 5=689(LC 18), 4=689(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=498/549, 2-3=-498/545, 1-5=-545/610, 3-4=545/602 BOT CHORD 4-5=541/593 WEBS 2-5=612/598, 2-4=-611/605 Scale: 1/4'=1' Weight: 101 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 2-2-0 oc bracing. 1 Row at midpt 2-5, 2-4 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. Il; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 603 lb uplift at joint 5 and 603 lb uplift at joint 4. 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code:' August 3,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW 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 ANSVTP/i Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Const 2813631 AKINNAGBE RES T24895138 2813831_AKINNAGBE_RES BH7 COMMON GIRDER 1 1 Job Reference (optional) Builders FirstScurce (Tampa, FL), Tampa, FL - 33564, 1.5x8 STP = 3x6 II LOADING (psf) SPACING-- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 16.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC20201TPI2014 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Aug 3 07:43:35 2021 Page 1 ID:JtHSm_VepGl3hfwsRWAELZzvS7N-CQog41 Mxggrl_Zn7J5MowVkR_wCQgwoB47CLDoyrdG6 1 BA-0 B-2-0 5x8 = 7xl0 = — "" 1.5x8 STP = THJA26 NAILED 3x6 II 2-0 14-0-0 14-4 O 0-0 5-10-0 -4 [6:0-4-8,0-1-8],[7:0-5-0,04-4],[9:0-4-8,0-1-8] CSI. DEFL. in (loc) Udefl Lid TC 0.76 Vert(LL) -0.03 7-9 >999 240 BC 0.30 Vert(CT) -0.04 7-9 >999 180 WB 0:76 Horz(CT) -0.01 6 nla n/a Matrix-SH LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 9=0-8-0, 6=0-8-0 Max Horz 9=330(LC 30) Max Uplift 9=-2109(LC 8), 6=-1909(LC 8) Max Grav 9=1344(LC 39), 6=1335(LC 38) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less -except when shown. TOP CHORD 1-2=331/389, 2-3=-1615/1742, 3-4=-1612/1735, 4-5=-292/379 BOT CHORD 1-9=365/337, 7-9=-670/567, 6-7=-352/296, 5-6=352/296 WEBS 3-7=501/389, 2-7=-1108/1266, 2-9=-1339/1785, 4-7=1137/1297, 4-6=1333/1669 Scale = 1:35.2 It" PLATES GRIP MT20 244/190 Weight: 108 lb FT = 20% Structural wood sheathing directly applied or 5-3-10 oc puffins. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- (13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2109 lb uplift at joint 9 and 1909 Ito uplift at joint 6. 7) Use Simpson Strong -Tie THJA26 (THJA26 on 1 ply, Left Hand Hip) or equivalent at 7-0-6 from the left end to connect truss(es) to front face of bottom chord, skewed 0.0 deg.to the right, sloping 0.0 deg. down. 8) Use Simpson Strong -Tie THJA26 (THJA26 on 1 ply, Right Hand Hip) or equivalent at 9-3-10 from the left end to connect truss(es) to front face of bottom chord, skewed 0.0 deg.to the right, sloping 0.0 deg. down. 9) Fill all nail holes where hanger is in contact with lumber. 10) "NAILED" indicates 3-1Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) B84 lb down and 1147 lb up at 7-0-0, and 884 lb down and 1147 lb up at 9-3-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 13) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard August 3,2021 Continued on page 2 ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 quality Criteria, DS"9 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Const_2813831 AKINNAGBE RES T24895138 2813831_AKINNAGBE_RES BH7 COMMON GIRDER 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Aug 3 07:43:35 2021 Page 2 ID:J1HSm_VepGl3hfwsRWAELZzvS?N-CQog41 Mxggri_Zn7J5MowVkR_wCQgwo847CLDoyrdG8 LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=72, 3-5=72, 1-5=20 Concentrated Loads (lb) Vert: 10=-214(F) 11=-214(F) 12=141(F) 13=141(F) A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 511912020 BEFORE USE. valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not OF a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DS"9 and BCSf Building Component 69D4 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Const_2813831_AKINNAGBE RES T24895139 2813B31_AKINNAGBE_RES C COMMON 2 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Aug 3 07:43:36 2021 Page 1 ID:JtHSm_VepGl3hfwsRWAELZzvS?N-gdM2HNNZR_z9cjMJtotl TiHdZKW3PNkHJnyulEyrdG5 I 0 104-0 10-8-0 6x8 = 1.5x8 STP = 4x6 = 5x8 = 3x8 = 3x8 11 LOADING (psfj SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 16.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x6 SP M 26 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 4-5: 2x6 SP No.2 REACTIONS. (size) 8=0-8-0, 5=Mechanical Max Horz 8=583(LC 11) Max Uplift 8=-1454(LC 12), 5=-1019(LC 12) Max Grav -8=1 182(LC 1), 5=943(LC 1) Scale = 1:51.6 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TC 0.64 Vert(LL) -0.07 5-6 >999 240 MT20 244/190 BC 0.41 Vert(CT) -0.14 5-6 >999 180 WB 0.72 Horz(CT) 0.01 5 n/a n/a Matrix-SH Weight: 163 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-11-2 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=554/267, 2-3=1298/1056, 3-4=-127711028, 4-5=-1155/1045 BOT CHORD 1-8=-431/638, 6-8=-675/1008, 5-6=-504/610 WEBS 2-8=1388/1553, 2-6=345/689, 3-6=0/364, 4-6=244/656 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 12-8-0, Exterior(2R) 12-8-0 to 18-8-0, Interior(1) 18-8-0 to 23-1-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with -any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-D-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1454 lb uplift at joint 8 and 1019 lb uplift at joint 5. 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." August 3,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev, 5/19/2020 BEFORE USE. ' Design valid for use only with Mrrek®conneclom. 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 Met( 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 ANS1/TPl1 Quality Crileda, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Satety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City tal Const_2813831_AKINNAGBE RES rTJC.ObaReference 2813831_AKINNAGBE_RES CH COMMON GIRDER 1 (optional) nuimers rirsraource t i ampa, t-L1, I ampa, rL - 3sDU4, 8.43D s Jun 2 2021 MITek Industries, Inc. Tue Aug. 3 07:43:37 2021 Page 1 ID:JtHSm_VepG 13hfwsRWAELZzvS?N-8pwQVjNBCH5OEtxVRWOG?wpo_js38nFRYRhS IgyrdG4 2�-0 6-5 4 12 8-0 18-10-12 234-0 ' 2-4-0 ' 4-1 4 ' 6-2-12 , 6-2-12 4 n 5x6 = 1.5x8 STP = 8x10 = 4x6 = 5x8 = 8x1 o = 1.54 STP = 3x12 MT20HS 11 Special Special 3x12 MT20HS I I Im Scale = 1:51.5 LOADING (psf) TCLL 20.0 TCDL 16.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2020/TPI2014 CSI. TC 0.66 BC 0.42 WB 0.95 Matrix-SH DEFL. in Vert(LL) 0.12 Vert(CT) 0.11 Horz(CT) -0.03 (loc) I/deft Ud B-9 >999 240 8-9 >999 180 7 n/a n/a PLATES MT20 MT20HS Weight: 174 lb GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-15 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 *Except` BOT CHORD Rigid ceiling directly applied or 4-6-10 oc bracing. 6-7: 2x4 SP No.2 WEBS 1 Row at midpt 3-9, 4-9, 5-9 REACTIONS. (size) 12=0-8-0, 7=0-8-0 Max Horz 12=581(LC 7) Max Uplift 12=-3036(LC 8), 7=-2573(LC 8) Max Grav 12=2401(LC 32), 7=2219(LC 30) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=326/214, 2-3=-2597/3024, 3-4=-1709/2153, 4-5=-1706/2155, 5-6=-2715/3184, 6-7=-2141/2528 BOT CHORD 1-1 2=-1 63/340, 11-12=659/605, 9-11=-2365/2499, 8-9=-2522/2281 WEBS 2-12=-2211/2743, 2-11=2556/2184, 3-11=1052/1220, 3-9=1157/1306, 4-9=-1499/1200, 5-9=-1252/1490, 5-8=-1075/1178, 6-8=2546/2245 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=180mph (3-second gust) Vesd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=6Qft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left left Lumber�� ♦��� N and right exposed ; end vertical and right exposed; DOL=1.60 DOL=1.60 plate grip 3) Building Designer / Project engineer for live load loading ' responsible verifying applied roof shown covers rain requirements speck to the use of this truss component. 4) All plates are MT20 plates unless otherwise indicated. N:O 68IS, •`i1 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. f 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Td between the bottom chord and any other members. -p ; 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3036 lb uplift at joint 12 and 2573 lb S TOF (j7 uplift at joint 7. 8) Hanger(s) or other connection device(s) shall be sufficient to load(s) 1354 lb down 1578 lb � © provided support concentrated and up atQ�+ 6-5-4, 1354 lbdown 1578 Ib 18-10-12 bottom The design/selection �� 0 f� ,�� and and up at on chord. of such connection device(s) is the responsibility of others. �y+'�. �\ S t 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 'This 10) manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." ,Joaquln.Velez PE No.6882 . MITek USA; Inc. FL Cert 6634' LOAD CASE(S) Standard 1904Taike East BW1afnpa FL 33610 Dates; Auqust 3,2021 Continued on oaae 2 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. • Design valid for use only with MITek0 connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mel( 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 ANSYrPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Oty Ply Coastal Const_2813831_AKINNAGBE RES T24895140 2813831_AKINNAGBE_RES �Truss COMMON GIRDER 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Aug 3 07:43:37 2U21 Page 2 ID:JIHSm_VepGl3hfwsRWAELZzvS7N-BpwQVjNBCH5OEtxVRWOG7wpo- js38nFRYRhS IgyrdG4 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-72, 4-6=72, 1-7=20 Concentrated Loads (lb) Vert: 11=-603(F) 8=603(F) A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MrrekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iviiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI(TP/f Duality Criteria, DSB-89 and BCSI Building Component 69D4 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job s Truss Type Oty Ply Coastal Const_2813831 AKINNAGBE RES �Triuis �CORNERJACK T24895141 2813831_AKINNAGBE_RES 12 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Aug 3 07:43:38 2021 Page 1 ID:JtHSm VepGl3hfwsRWAELZzvS?Nc?Uoi2OpybDtr1Wh?DWW7M5n7GItSOam5R?g7yrdG3 1-0-0 1-0-0 Scale = 1:8.5 7.00 FIT 9 0 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.08 Vert(LL) -0.00 1 n/r 120 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.14 Verl(CT) -0.00 1 n/r 90 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n1a nla BCDL 10.D Code FBC20201TPI2014 Matrix-P Weight: 6 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pudins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. REACTIONS. (size) 2=Mechanical, 3=Mechanical Max Horz 2=-94(LC 12), 3=166(LC 12) Max Uplift 2=-167(LC 12) Max Grav 2=91(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=486/105 BOT CHORD 1-3=89/414 NOTES- (7) 1) Wind: ASCE 7-16; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,���t 11 t 1 !!l !�I will fit between the bottom chord and any other members. t1 aU' N v� f4f. 5) Refer to girder(s) for truss to truss connections. Q.. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 167 lb uplift at joint 2.* '�� \ G (y �;� ♦�♦, 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." N.o 6,.81`82' i OFF ..0,� ,o P ."' �!►?! 1!l11'.10 .Joaquln Velez PE No;68182 MiTek;USA,-I.pc. FL':Cei[ 6634. 6904 Pa ft East Blvd. togFL 33610 Da:: August 3,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev, 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Const_2813831_AKINNAGBE RES T24895142 2813831_AKINNAGBE_RES CAB Corner Jack 4 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Aug 3 07:43:38 2021 Page-1 ID:JIHSm_VepGl3hfwsRWAELZzvS?N-c?Uoi2OpybDtrl Wh?DwVY7M5n7GjtSOam5R?g7yrdG3 1-0-0 1-0-0 Scale = 1:8.3 Too FT2 3x4 4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) -0.00 1 n/r 120 TCDL 16.0 Lumber DOL 1.25 BC 0.14 Vert(CT) -0.00 1 n/r 90 BOLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 REACTIONS. (size) 2=Mechanical, 3=Mechanical Max Horz 2=-105(LC 12), 3=173(LC 12) Max Uplift 2=-167(LC 12) Max Grav 2=91(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=504/108 BOT CHORD 1-3=90/434 PLATES GRIP MT20 244/190 Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- (7) 1) Wind: ASCE 7-16; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 167 lb uplift at joint 2. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code:' GIN `mac; • ti� �" • !� :•' No 6818'2` :�•: 9, O'F w It Blvd.,T*94:FL3361D August 3,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. ° Design valid for use only with Miele® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicabilityof design parameters and property incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ir�iTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Coastal Const_2813831_AKINNAGBE RES T24895143 2813831_AKINNAGBE_RES CJ3 Comer Jack 12 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Aug 3 07:43:39 2021 Page 1 ID:JtHSm VepGl3hfwsRWAELZzvS?N-4C2BwOPRjvLkTB5uYxRk5LvF1XaOcvej?IAYMZyrdG2 3-0-0 3-0-0 4 1.54 STP = Scale = 1:14.4 Plate Offsets (X,Y)— [1:0-2-8,0-1-2) LOADING (psf) SPACING-- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.00 4 >999 240 MT20 2441190 TCDL 16.0 Lumber DOL 1.25 BC 0.26 Vert(CT) 0.00 4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.04 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 16 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=Mechanical, 3=Mechanical, 4=0-8-0 Max Horz 4=203(LC 12) Max Uplift 2=-217(LC 12), 3=-492(LC 1), 4=887(LC 12) Max Grav 2=145(LC 17), 3=650(LC 12), 4=657(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BOT CHORD 1-4=163/310 NOTES- (7) 1) Wind: ASCE 7-16; Vuit=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.0psf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,��1►1111404 will fit between the bottom chord and any other members. 5) Refer to for truss to truss connections.Q`Q `t�� u,N k �0 girder(s) F� �i�i. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 217 lb uplift at joint 2, 492 lb uplift at 1,� ,O \ Ci IV a5' • joint 3 and 887 lb uplift at joint 4. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any 1 No' 68ZZ particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." + r S : OF W f�fEiisi4Pl ALA � 6804 Pallid East Blvd. Teoipa F. 33610' Date: August 3,2021 WARNING - Venfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUrP/1 Quality Criteria, DS049 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Const-2813831 AKINNAGBE RES T24895144 2813831_AKINNAGBE_RES CJ38 Corner Jack 4 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Aug 3 07:43:40 2021 Page 1 ID:JtH Sm_VepG 13hfwsR WAE LZzvS7N-YObZ7kQ4UCUb5Lg46eyzdYRQtxvyLMutE Pw6v7yrdG 1 3-0-0 3-0-0 Scale = 1:14.2 41.5x8 STP = Plate Offsets (X Y)— [1:0-2-11 0-1-41 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.00 4 >999 240 MT20 2441190 TCDL 16.0 Lumber DOL 1.25 BC 0.28 Vert(CT) 0.00 4 >999 180 BCLL 0.0 Rep Stress-Incr YES WB 0.00 Horz(CT) 0.03 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 16 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT-CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=Mechanical, 3=Mechanical, 4=0-8-0 Max Horz 4=198(LC 12) Max Uplift 2=-213(LC 12), 3=-480(LC 1), 4=874(LC 12) Max Grav 2=143(LC 17), 3=638(LC 12), 4=642(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BOT CHORD 14=159/304 NOTES- (7) 1) Wind: ASCE 7-16; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. Q+ 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 213 lb uplift at joint 2, 480 lb uplift -at joint 3 and 874 lb uplift at joint 4. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any •: particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code:' N.O Datc. August 3,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPf1 Quality Criteria, DS849 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 366110 Job Truss Truss Type Qty Ply Coastal Const_2813831_AKINNAGBE RES T24895145 2813831_AKINNAGBE_RES CJ5 Corner Jack 10 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Aug 3 07:43:41 2021 Page 1 ID:JtHSm VepG13hfwsRWAELZzvS?N-0a9xL4RiFWcSiUEGgMTCAm VIL6y4pBOS3ffRRyrdGO 5-0-0 5-0.-0 4 1.5x8 STP = Scale = 1:20.5 Plate Offsets (X,Y)—-[1:0-4-0,0-0-4) LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.02 3-4 >999 240 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.02 3-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.11 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 26-lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 cc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-11-1 cc bracing. REACTIONS. (size) 2=Mechanical, 3=Mechanical, 4=0-8-0 Max Horz 4=336(LC 12) Max Uplift 2=-362(LC 12), 3=-154(LC 1), 4=511(LC 12) Max Gram 2=243(LC 17), 3=218(LC 12). 4=431(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=286/176 BOT CHORD 1-4=247/478 NOTES- (7) 1) Wind: ASCE 7-16; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of wfthstanding 362 lb uplift at joint 2, 154 lb uplift at joint 3 and.511 lb uplift at joint 4. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." $.0tI1tiff 1t:#$ ���.oPQuiN. vF� 010 • .� Na 681`8.2. ne�A August 3,2021 ®WARNING - Venfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5119/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type City Ply Coastal Const_2813831_AKINNAGBE RES T24895146 2813831_AKINNAGBE_RES �T]`5`A Comer Jack 2 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Aug 3 07:43:41 2021 Page 1 ID:JtHSm_VepGl3hfwsRWAEL71vS?N-Oa9xL4RiF WcSiUEGgMTCAm_VILD94p8OS3ffRRyrdGO 5-M N Scale = 1:20.5 4 3 1.5x8 STP = 1-0-0 1 5-0-0 1-0-0 -4- 3-8-0 Plate Offsets (X Y)— [1:04-0 0-0-41 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.51 Vert(LL) -0.02 3-4 >999 240 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.02 3-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.03 2 rile n/a BCDL 10.0 Code FBC2020ffP12014 Matrix-P Weight: 26 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=Mechanical, 3=Mechanical, 4=0-8-0 Max Harz 4=336(LC 12) Max Uplift 2=-362(LC 12), 3=-35(LC 1), 4=-310(LC 12) Max Grav 2=243(LC 17), 3=86(LC 12), 4=311(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=286/176 BOT CHORD 1-4=247/478 NOTES- (7) 1) Wind: ASCE 7-16; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. ��'' �O • it N �! 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 362 Ito uplift at joint 2, 35 lb uplift at joint 3 and 310 lb uplift atjoint 4. ., 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any ►� ' NA. 68 82` particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code."Aj • 7R i r =�.. Z. ST OF_ 69D4 Patti@ East Blvd; Tarnpa-FL 33610 Date:. August 3,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall A building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 1 V1iTek° is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTP11 Quality Criteria, DSB-99 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 2001 Tampa, FL 36610 Job Truss Truss Type Qly Ply Coastal Const_2813831_AKINNAGBE RES T24895147 2813831_AKINNAGBE_RES CJ5B Corner Jack 4 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8A30 s Jun 2 2021 MiTek Industries, Inc. Tue Aug 3 07:43:42 2021 Page 1 ID:JtH Sm—VepG 13hfwsR WAELZzvS?N-UnjJYQ R KOgkJ KepTE3_RizW hCkRApGOAhj PDzuyrd G? 5-M 5-0-0 Scale = 1:20.3 1.5x8 STP = 2-0-0 40 5-0-0 2-0-0 4 2-8-0 Plate Offsets (X,Y)— 11:0-4-7,0-0-121 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.02 3-4 >999 240 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.02 3-4 >999 180 BCLL 0.0 Rep Stress incr YES WB 0.00 Horz(CT) 0.10 2 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix-P Weight: 26 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=Mechanical, 3=Mechanical, 4=0-8-0 Max Horz 4=332(LC 12) Max Uplift 2=358(LC 12), 3=150(LC 1), 4=505(LC 12) Max Grav 2=241(LC 17), 3=214(LC 12), 4=424(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=282/174 BOT CHORD 1-4=244/471 NOTES- (7) 1) Wind: ASCE 7-16; Vult=1 BOmph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. ll; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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 speck to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. tlJlll �! 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide t>>��t1 UiN v �/j will fit betweenthebottom chord and any other members. ♦� �Pa 5) Refer to girder(s) for truss to truss connections. 14i 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 358 lb uplift at joint 2, 150 lb uplift at joint 3 and 505 lb uplift at.joint 4. v : •:. 'This No 681$2 ,e. 7) manufactured product is designed as an individual building component. The suitability and use of this component for any ., � particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code:' »-• .. ST F %40 1 <: R I O .:��*�.. ,,- .Joaquin Velez PE No;68182 . MjUk Usk,!nm FL"Ceif 6634 6904 PafkoEast Blvd. Tampa FL 33610: Date:; August 3,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. Design valid for use only with Mi7ek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall Mel( ek' 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 iViiT fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2570 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Const 2813631_AKINNAGBE RES T24895148 2813831_AKINNAGBE_RES DGR Half Hip Girder 2 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 4x6 8.430 sJun 2 2021 MiTek Industries, Inc. rue Aug 3 U7:43:43 2U21 Page 1 ID:JtH Sm_VepG 13hfwsR WA E LZzvS?N-zzHh Im Syn7s9yoOfnmVg FB3nDBvxYi2JwN Bm V Kyrd G_ 4-" ' 0-7.8 Special 55x6 II 2 Scale = 1:24.3 1.5xB STP = SUL26 2" I I 5-0-0 , 5-M Plate Offsets (X,Y)— [2:0-3-0,Edgej [3:Edge 0-4-0j LOADING (psf) SPACING- 2-0-0 CST. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.11 3-4 >511 240 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.39 Vert(CT) 0A0 3-4 >554 180 BCLL 0.0 Rep Stress Incr NO WB 0.10 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 39 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, BOT CHORD 2x6 SP M 26 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 4=0-8-0 Max Horz 4=469(LC 7) Max Uplift 3=-1558(LC 5), 4=1242(LC 8) Max Grav 3=1399(LC 28), 4=1115(LC 29) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=493/294, 2-3=-504/737, 1-4=-277/243 BOT CHORD 3-4=456/232 WEBS 1-3=-201/343 NOTES- (13) 1) Wind: ASCE 7-16; Vuft=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3,Opsf; h=35ft; B=45ft; L=6Dft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and Fight exposed ; end vertical left and right exposed; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1558 lb uplift at joint 3 and 1242 lb uplift at joint 4. 7) Use Simpson Strong -Tie SUL26 (6-10dx1 1/2 Girder, 6-1Odxl 1/2 Truss, Single Ply Girder) or equivalent at 4-4-8 from the left end to conned truss(es) to front face of bottom chord, skewed 45.0 deg.to the left, sloping 0.0 deg, down. 8) Use Simpson Strong -Tie LUS26 (4-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent at 1-0-12 from the left end to conned truss(es) to back face of bottom chord, skewed 0.0 deg.to the left, sloping 0.0 deg. down. 9) Use Simpson Strong -Tie LUS26 (4-1Od Girder, 3-1 Od Truss, Single Ply Girder) or equivalent at 3-0-12 from the left end to conned truss(es) to back face of bottom chord, skewed 0.0 deg.to the left, sloping 0.0 deg. down. 10) Fill all nail holes where hanger is in contact wfth lumber. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 489 lb down and 653 lb up at 4-4-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B), 13) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard August 3,2021 Continued on31111age 2 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-99 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf. MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Const 2813831_AKINNAGBE RES T24895148 2813831 AKINNAGBE_RES DGR Half Hip Girder 2 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8:430 s Jun- 2 2021 MiTek Industries, Inc. Tue Aug 3 07:43:43 2021 Page 2 ID:JtHSm_VepGl3hfwsRWAELZzvS?N-zzH hlmSyn7s9yoOfnmVgFB3nDBvxYi2JwNBmVKyrdG_ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=72, 3-4=20 Concentrated Loads (lb) Vert: 5=-127(F) 6=689(B) 7=534(B) 8=192(F) WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MOW 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 'y,iTek fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 2D601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Const_2813831—AKINNAGBE RES T24895149 2813831_AKINNAGBE_RES EJ Jack -Closed 2 1 Job Reference (optional) Builders First5ource (Tampa, FL), Tampa, FL - 33b54, u.43u S Jun z zuzi Ivll IeK maustnes, Inc. I us Aug 3 V r:'f i:99 LUG 1 rage i I D:JtHSm_VepGl3hfwsR WAELZzvS7N-R9r4z6TaYR_OZyzrLU1 vo0c79YFIHAtT91 uJ1 myrdFz 5-7-0 51­1070 5-7-0 -3- Scale= 1:23.6 4x6 1.5x8 STP = 3x8 I I 1-0 0 5-10-8 1-0-0 4.6-8 Plate Offsets (X,Y)— [1:0-0-12 Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefi Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.01 5-6 >999 240 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.01 5-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-SH Weight: 34 lb FT =20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-8 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=Mechanical, 6=0-8-0 Max Harz 6=419(LC 9) Max Uplift 4=-301(LC 9), 6=-410(LC 12) Max Grav 4=282(LC 17), 6=347(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=390/295, 2-5=-448/586 BOT CHORD 1-6=376/609 NOTES- (7) 1) Wind: ASCE 7-16; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 301 lb uplift at joint 4 and 410 lb uplift at joint 6. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code:' titt11111f1I��'` ki. ' N:4 6818'2' Date:; August 3,2021 A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119=20 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSU(PIi Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Const_2813831 AKINNAGBE RES T24895150 2813831 AKINNAGBE_RES EJ7 Jack -Open 11 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Jun 2 2021 MiTek-Industries, Inc. Tue Aug 3 07:43:44 2021 Page 1 ID:JtHSm_VepGl3hfwsRWAEL7zvS?N-R9r4z6TaYR—OzyzrLU1 voOczEY85HAtT91 uJ1 myrdFz 7-0-0 7-0-0 Scale = 1:26.4 1.5x8 STP = 2--0 0 2-0 p 7-0-0 2 2-00 4-8.0 Plate Offsets (X,Y)— (1:0-0-4,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in- (loc) Udefl Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.04 3-4 >999 240 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.03 3-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.05 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 36 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-6-1 oc bracing. REACTIONS. (size) 2=Mechanical, 3=Mechanical, 4=0-8-0 Max Horz 4=470(LC 12) Max Uplift 2=401(LC 12), 3=26(LC 1), 4=515(1_13 12) Max Grav 2=265(LG 17), 3=61(LC 12), 4=481(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=290/180 BOT CHORD 1-4=314/611 NOTES- (7) 1) Wind: ASCE 7-16; Vuit=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 6-11-4 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 401 lb uplift at joint 2, 26 lb uplift at joint 3 and 515 lb uplift at joint 4. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." August 3,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511MO20 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must vedfy the applicability of design parameters and property incorporate this design into the overall n� pp T building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IVi) 1pi'k is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP/i Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Const 2813831_AKINNAGBE RES T24895151 2813831_AKINNAGBE_RES EJ7B Jack -Open 3 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Aug 3 07:43:45 2021 Page 1 ID:JtHSm VepGl3hfwsRWAELZzvS7N-vLPSASUCJl6tB6Y2vBYBKc889yTDOd7cNhdtzDyrdFy 6-8-8 7 0 6-8-8 3 is Scale = 1:26.2 1.5x8 STP = 2-0-0 2 4 0 643-8 7-0 p 21-0 -4 44-8 -3 Plate Offsets_(X,Y)— [1:0-0-7,0-0-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC D.72 Vert(LL) -0.03 3-4 >999 240 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.03 3-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.04 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 36 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or t0-0-0 oc bracing. REACTIONS. (size) 2=Mechanical, 3=Mechanical, 4=0-8-0 Max Horz 4=465(LC 12) Max Uplift 2=398(LC 12), 3=-23(LC 1), 4=-510(LC 12) Max Grav 2=263(LC 17), 3=59(LC 12), 4=476(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=288/179 BOT CHORD 1-4=312/605 NOTES- (7) 1) Wind: ASCE 7-16; Vutt=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=6Dft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-7 to 6-0-7, Interior(1) 6-0-7 to 6-11-4 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 398 lb uplift at joint 2, 23 lb uplift at joint 3 and 510 lb uplift at joint 4. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code:' August 3,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and propedy incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with passible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 69D4 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Const_2813831_AKINNAGBE RES T24895152 2813831_AKINNAGBE_RES HJ Diagonal Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Aug 3 07:43:46 2021 Page 1 I D: J tH Sm_VepG 13hfws RWAELZzvS7N-NYzgOoUg42E kpG7 ETv3Ntph I RMus l4 NIcLN Q5fyrd Fx 7-11-7 7-11-7 Special NAILED SUR26 NAILED NAILED NAILED Scale = 1:25.3 LOADING (psf) TCLL 20.0 TCDL 16.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2020IrP12014 CSI. TC 0.81 BC 0.57 WB 0.00 Matrix-SH DEFL. in (loc) Vdefl L/d Vert(LL) -0.23 4-5 >319 240 Vert(CT) -0.20 4-5 >358 180 Horz(CT) 0.00 4 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 45 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 SP M 26 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=Mechanical, 5=0-11-5 Max Horz 5=418(LC 5) Max Uplift 4=1140(LC 5), 5=-1321.(LC 8) Max Grav 4=1200(LC 26),.5=1218(LC 23) FORCES. (lb) -Max. Comp:/Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=471/322, 2-4=-544/903 BOT CHORD 1-5=216/467, 4-5=-266/269 NOTES- (14) 1) Wind: ASCE 7-16; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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. ►1 1I 1 3) All plates are MT20 plates unless otherwise indicated. `Yi��� v�� �/,,�✓✓✓ �� fj 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. ♦� Q.Q . ✓10 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �1 �� .,,G fv s; . �? will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. v NO 6�81$?� •"' 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1140 lb uplift at joint 4 and 1321 lb uplift at joint 5. 8) Use Simpson Strong -Tie SUL26 (6-10dxl 1/2 Girder, 6-10dxl 1/2 Truss, Single Ply Girder) or equivalent at 4-2-15 from the left end to connect truss(es) to front face of bottom chord, skewed 45.0 deg.to the left, sloping 0.0 deg. down. z 70 9) Use Simpson Strong -Tie SUR26 (6-10dx1 112 Girder, 6-1 Odxl 1/2 Truss, Single Ply Girder) or equivalent at 4-2-15 from the left end � 13'' ST OF �+ to connect truss(es) to back face of bottom chord, skewed 45.0 deg.to the right, sloping 0.0 deg. down. Q (( ;_& AN 10) Fill all nail holes where hanger is in contact with lumber. Ij 11) "NAILED" indicates 3-10d (0.148"xY) or 2-12d (0.148"x3.25) toe -nails per NDS guidlines. R 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 347 lb down and 410 lb up at !ifQ N A�w,tt11�1. 7-0-14, and 347 lb down and 410 lb up at 7-0-14 on top chord. The design/selection of such connection device(s) is the !✓�Oli► responsibility of others. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). ,Joaquin VOW PE No 68 82 14) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any MW6k U kinc. FL'1364 i6M particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." :6904 Parka East BIA, Tampa FL33610 bate:: LOAD CASE(S) Standard August 3,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 511MO20 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing i is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiT�s9 k° fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSi/TPif Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Const_2813831 AKINNAGBE RES T24895152 2813831 AKINNAGBE_RES HJ Diagonal Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Aug 3 07:43:46 2021 Page 2 I D: JtH S m_VepG 13hfws RWAEL7svS 7N-NYzgOoUg42E kpG7 ETv3Ntph IRMus l4NIcLN Q5fyrd Fx LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=72, 2-3=72, 1-4=20 Concentrated Loads (lb) Vert: 6=-B(F=-4, B=-4) 7=169(F=-85, B=-85) 8=125(F=-63, B=-63) 9=588(F=294, B=294) ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1M020 BEFORE USE. Design valid for use only with Mrrek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTpik Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSbTP11 Quality Criteria, DSB-89 and BCSI Building Component 69134 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Coastal Const_2813831_AKINNAGBE RES T24895153 2813831 AKINNAGBE RES HJ7 Diagonal Hip Girder 3 1 Job Reference (optional) Builders FirslSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Aug 3 07:43:47 2021 Page 1 ID:JtHSm VepGl3hfwsRWAELZzvS?N-rkWCb7VTrMMbQPiQOcacP1EZE17UUSFvr?6_d5yrdFw 4-10-1 9-10-1 4-10-1 4-11-15 Scale = 1:27.5 NAILED 3x6 II SUR26 NAILED LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 TCDL 16.0 Lumber DOL 1.25 BC 0.99 BCLL 0.0 Rep Stress Incr NO WB 0.34 BCDL 10.0 Code FBC2020ITP12014 Matrix-SH LUMBER - TOP CHORD 2x6 SP M 26 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-11-5 Max Horz 5=470(LC 8) Max Uplift 3=-614(LC 8), 4=-263(LC 17), 5=1882(LC 8) Max Grav 3=416(LC 28), 4=428(LC 22), 5=1902(LC-27) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=520/199, 2-3=-427/321 BOT CHORD 1-5=97/470 WEBS 2-5=908/1158 DEFL. in (loc) Udell L/d PLATES GRIP Vert(LL) -0.32 45 >246 240 MT20 244/190 Vert(CT) -0.29 4-5 >272 180 Horz(CT) 0.20 3 n/a n/a Weight: 50 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied. NOTES- (14) 1) Wind: ASCE 7-16; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.0psf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 614 lb uplift at joint 3, 263 lb uplift at joint 4 and 1882 lb uplift at joint 5. 8) Use Simpson Strong -Tie SUL26 (6-10dxl 1/2 Girder, 6-10dxl 1/2 Truss, Single Ply Girder) or equivalent at 4-2-15 from the left end to connect truss(es) to front face of bottom chord; skewed 45.0 deg.to the left, sloping 0.0 deg. down. 9) Use Simpson Strong -Tie SUR26 (6-10dxl 1/2 Girder, 6-10dxl 1/2 Truss, Single Ply Girder) or equivalent at 42-15 from the left end to connect truss(es) to back face of bottom chord, skewed 45.0 deg.to the right, sloping 0.0 deg. down. 10) Fill all nail holes where hanger is in contact with lumber. 11) "NAILED" indicates 3-10d (0.148"xY) or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 348 lb down and 416 lb up at 7-0-14, and 348 lb down and 416 lb up at 7-0-14 on top chord. The design/selection of such connection device(s) is the responsibility of others. 13) in the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 14) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." a9 AQ6AErE(3abeMand and i,,`tytll4lllll/*/ NO 681'82" 1310.Sampa EL 33610; August 3.2021 ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p � building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Iy RSV 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?Plf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Coastal Const_2813831_AKINNAGBE RES T24895153 2813831_AKINNAGBE_RES HJ7 Diagonal Hip Girder 3 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Aug 3 07:43:47 2021 Page 2 ID:JtHSm_VepGl3hfwsRWAELZzvS7N-rkWCb7VTrMMbQPiQOcacP1 EZEI7UUSFvr76_d5yrdFw LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=72, 1-4=20 Concentrated Loads (lb) Vert: 6=-8(F=-4, B=-4) 7=-152(F=-76, B=-76) 8=125(F=-63, B=-63) 9=588(F=294, 8=294) 10=188(F=94, B=94) A WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use onlywith MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��Q a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply Coastal Const-2813831—AKINNAGBE RES T24895154 2813831 AKINNAGBE—RES HJ7B DIAGONAL HIP GIRDER 2 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Aug 3 07:43:48 2021 Page 1 I D:JtH Sm_VepG 13hfwsRWAELZzvS?N-Jw4apTW5cgU S2ZHcaK5ryEmk69TzDvX23fsXAXyrdFv 4-10-11 9-6-9 9 10 1 4-10-11 4-7-14 -3 Scale = 1:27.3 NAILED 3x6 II SUR26 NAILED NAILED 2 8 9 ,3-24 9-6-9 9101 2-8-9 15-5 1 f 6-4-5 3 Plate Offsets (X,Y)— [1:0-0-3,Edge1, [5:04-8,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.31 4-5 >251 240 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.28 4-5 >277 180 BCLL 0.0 Rep Stress Incr NO WB 0.34 Horz(CT) 0.19 3 n/a n/a BCDL 10.0 Code FBC2020ITPI2014 Matrix-SH Weight: 50 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP M 26 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-11-5 Max Horz 5=466(LC 8) Max Uplift 3=-606(LC 8), 4=-256(LC 17), 5=1861(LC 8) Max Grav 3=4-12(LC 28), 4=420(LC 22), 5=1876(LC 27) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=513/192, 2-3=425/318 BOT CHORD 1-5=97/466 WEBS 2-5=899/1150 NOTES- (14) 1) Wind: ASCE 7-16; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 606 lb uplift at joint 3, 256 lb uplift at joint 4 and 1861 lb uplift at joint 5. 8) Use Simpson Strong -Tie SUL26 (6-10dx1 1/2 Girder, 6-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 4-2-15 from the left end to connect truss(es) to front face of bottom chord, skewed 45.0 deg.to the left, sloping 0.0 deg. down. 9) Use Simpson Strong -Tie SUR26 (6-10dxl 1/2 Girder, 6-10dxl 1/2 Truss, Single Ply Girder) or equivalent at 4-2-14 from the left end to connect truss(es) to back face of bottom chord, skewed 45.0 deg.to the right, sloping 0.0 deg. down. 10) Fill all nail holes where hanger is in contact with lumber. 11) "NAILED" indicates 3-1Od (0.148"x3") or 2-12d (0.148"x3.25') toe -nails per NDS guidlines. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 347 lb down and 412 lb up at 7-0-13, and 347 lb down and 412 lb up at 7-0-14 on top chord. The design/selection of such connection device(s) is the responsibility of others. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 14) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall 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?P11 Quality Criteria, DSB-B9 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 rr Kin AAA AT •�. ►_` August 3,2021 �e MiTek' 69D4 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type City Ply Coastal Const_2813831_AKINNAGBE RES T24895154 2813831_AKINNAGBE_RES HJ7B DIAGONAL HIP GIRDER 2 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Aug 3 07:43:48 2021 Page 2 I D: J tH Sm_VepG 13hfwsRWAELZzvS? N-Jw4a pT W5cgU S2ZH caK5ryEm k69TzDvX23fsXAXyrdFv LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=72, 1-4=20 Concentrated Loads (lb) Vert: 6=-5(F=-3, B=-3) 7=149(1`=75, B=-75) 8=125(F=-63, B=-63) 9=574(F=287, B=287) 10=183(F=92, B=92) A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall p� p/� Tek 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 Itll) l fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Const 2813831 AKINNAGBE RES T24895155 2813831 AKINNAGBE_RES HJD Diagonal Hip Girder 2 1 Job Reference (optional) Builders Firssource (Tampa, FL), Tampa, FL - 33564, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Aug 3 07:43:49 2021 Page 1 ID:JtHSm VepGl3hfwsRWAELZzvS7N-n7ezOpXjNzcJgisp81o4USJoeZpyyNACIJb4LYrdFu 44-12 8-11-7 4-4-12 4-6-11 Scale = 1:24.7 NAILED 3x6 II SUR26 NAILED 2-8 9 3-214 8-11-7 2112 S11 5-9-3 Plate Offsets (X,Y)— [5:0-4-8,0-1-8) LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in floc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 Tic 0.88 Vert(LL) -0.23 4-5 >290 240 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0:99 Vert(CT) -0.21 4-5 >323 180 BCLL 0.0 Rep Stress Incr NO WB 0.32 -Horz(CT) 0.18 3 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix-SH Weight: 45 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-2 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-11-5 Max Horz 5=428(LC 8) Max Uplift 3=-589(LC 8), 4=-359(LC 17), 5=1798(LC 8) Max Grav 3=388(LC 28), 4=515(LC 24), 5=1789(LC 27) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=454/164, 2-3=-380/291 BOT CHORD 1-5=89/428 WEBS 2-5=768/1067 NOTES- (14) 1) Wind: ASCE 7-16; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.0psf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) This truss has been designed for 10.0 bottom live load ,��{lit ♦i� Of a psf chord nonconcurrent with any other live loads. ' r♦ '}0 `� ��j� 4) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ♦♦� E N Si will fit between the bottom chord and any other members. • V' .• , 5) Refer to girder(s) for truss to truss connections. No 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 589 lb uplift atjoint 3, 359 lb uplift at joint 4 and 1798 lb uplift at joint 5. �+ 8) Use Simpson Strong -Tie SUL26 (6-10dxl 1/2 Girder, 6-10dxl 1/2 Truss, Single Ply Girder) or equivalent at 4-2-15 from the left end : "d:."s: �',� to connect truss(es) to front face of bottom chord, skewed 45.0 deg.to the left, sloping 0.0 deg. down. SMOF 9) Use Simpson Strong -Tie SUR26 (6-10dx1 1/2 Girder, 6-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 4-2-15 from the left end •� ((�,K to connect truss(es) to back face of bottom chord, skewed 45.0 deg.to the right, sloping 0.0 deg. down. 10) Fill all nail holes where hanger is in contact with lumber. ✓��T �,♦� • R "NAILED" ,0 ��j st��' " ' •�� %* 11) indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 348 lb down and 416 lb up at rNION ��>>0' 7-0-14, and 348 lb down and 416 lb up at 7-0-14 on top chord. The design/selection of such connection device(s) is the responsibility of others. .Joagtilln Uelez'PE NO 68182 . 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). ;MiTek USA Inc. FL Ceit M 14) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any 6904 Parke East Blvd., 7atnpa fL 33610 particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." D2to: August 3,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with 107ek6connectars. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing �p{ //�� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the IYl��prkw fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIV71PI1 Quality Criteria, DSO-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Const_2813831_AKINNAGBE RES T24895155 2813831_AKINNAGBE_RES HJD Diagonal Hip Girder 2 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Jun 2 2021 MITek Industries, Inc, I ue Aug 3 U1:49:4U ZUZ1 Vage 2 ID:JtHSm_VepGl3hfwsRWAELZzvS7N-n7ezOpXj NzcJgjsp81 c4USJoeZpyyNAC IJb4i,yrdFu LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=72, 1-4=20 Concentrated Loads (lb) Vert: 6=-8(F=-4, B=-4) 7=152(F=-76, B=-76) 8=125(F=-63, B=-63) 9=588(F=294, B=294) 10=188(F=94, B=94) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing M� iT ek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSLTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Const 2813831 AKINNAGBE RES T24895156 2813831 AKINNAGBE RES MGR Monopitch Girder 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Aug 3 07:43:50 2021 Page 1 ID:JtHSm_VepGl3hfwsRWAELZzvS?N-FJCLD9XL8HkAHtR?il7J 1 fsOvzGwhtnLXZLeEQyrdFt 5-0-0 5-0-0 2x4 11 2 46 1.5x8 STP = 4x6 = 5-0-0 Scale = 1:26.1 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Ildeft Lld PLATES GRIP TCLL- 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.16 3-4 >363 240 MT20 244/190 TCDL 16.0 Lumber DOL 1_25 BC 0.56 Vert(CT) 0.14 3-4 >418 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.10 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 39 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 3=Mechanical, 4=0-8-0 Max Horz 4=469(LC 7) Max Uplift 3=-1172(LC 5), 4=-1395(LC 8) Max Grav 3=1016(LC 25), 4=1312(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=287/136, 2-3=-247/260 BOT CHORD 34=456/232 WEBS 1-3=201/343 Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 8-7-7 oc bracing. NOTES- (10) 1) Wind: ASCE 7-16; Vint=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; and vertical left and right exposed; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1172 lb uplift at joint 3 and 1395 lb uplift at joint 4. 7) Use Simpson Strong -Tie LUS26 (4-1 Od Girder, 4-1 Od Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 1-0-12 from the left end to 3-0-12 to connect truss(es) to back face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=72, 3-4=20 Concentrated Loads (lb) Vert: 5=-924(B) 6=923(B) August 3,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �a a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall p� * building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing GIC iIYIis 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 ANSf/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Coastal Const_2813831_AKINNAGBE RES T24895157 2813831_AKINNAGBE_RES VT Valley 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, V g 0 3x4 4 LOADING (psf) SPACING- 2-0-0 CSL TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 TCDL 16.0 Lumber DOL 1.25 BC 0.02 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2020/TP12014 Matrix-P LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 1=2-11-9, 3=2-11-9 Max Horz 1=141(LC 11) Max Uplift 1=88(LC 12). 3=-113(LC 12) Max Grav 1=95(LC 17), 3=123(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Aug 3 07:43:51 2021 Page 1 ID:JtHSm VepGl3hfwsRWAELZzvS?N-kVmjRVYzvbslvl?BFSfYatOK7NkeQLcVmd4BmsyrdFs 3-0-0 3-0-0 2x4 II 2 2x4 11 Scale = 1:11.6 DEFL. in (loc) I/deft Lid -PLATES GRIP Vert(LL) nla n/a 999 MT20 244/190 Vert(CT) n/a n/a- 999 Horz(CT) 0.00 3 n/a n/a Weight: 14.Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (7) 1) Wind: ASCE 7-16; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf,, h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 88 lb uplift at joint 1 and 113 lb uplift at joint 3. 7) 'This manufactured product is designed as an individual building Component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." 01N • ,ram N.o t'.8182 August 3,2021 ®WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall y building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M� fpk 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 ANSVTPlf Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply Coastal Const_2813831 -AKIN NAGBE RES T24895158 2813831_AKINNAGBE RES VT1 GABLE 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Aug 3 07:43:52 2021 Page 1 ID:JtHSm VepGl3hfwsRWAELZzvS?N-CiK5erZbfu_uXBaOpgAn64xUFm4g9mTe_HgkJJyrdFr 34-8 6-9-D ' 34-8 34-8 3x4 4 2x4 II 4x6 = 3x4 .q 0 Scale = 1:14.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-P Weight: 31lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 1=6-9-0, 3=6-9-0, 4=6-9-0 Max Harz 1=102(LC 10) Max Uplift 1=-172(LC 12), 3=-172(LC 12). 4=163(LC 12) Max Grav 1=130(LC 17), 3=144(LC 18), 4=207(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-4=241/300 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vuit=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 172 lb uplift at joint 1, 172 Ito uplift at joint 3 and 163 lb uplift at joint 4. 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." 1 NO 6,818,'2' Date: August 3,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. Design valid for use only with 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 ��T®�" 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, DSO-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Const_2813831 AKINNAGBE RES T24B95159 2813831_AKINNAGBE_RES VTGE GABLE 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Aug 3 07:43:52 2021 Page 1 ID:JtHSm_VepGl3hfwsRWAELZzvS7N-CIK5erZbfU UXBaOp9An64xVKm4D91ge_HgkJJyrdFr 46 = 8 7 6 3x4 i 2x4 II 2x4 II 2x4 II 3x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Iidefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) n/a n/a 999 TCDL 1,6.0 Lumber DOL 1.25 BC 0.06 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 OTHERS 2x4 SP No.3 Scale=1:20.6 PLATES GRIP MT20 244/190 Weight: 56 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 10-9-0. (lb) - Max Horz 1=-182(LC 10) MaxUplift All uplift 100 lb or less at joints) 1, 5 except 8=-376(LC 12), 6=376(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=328(LC 17), 6=325(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-8=363/439, 4-6=-363/439 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.0psf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck to the use of this truss component. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=376, 6=376. 10) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code" A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with M7ek4li 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 oftrusses and truss systems, see ANSbTP/1 Quarny Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2570 Crain Highway, Suite 203 Waldorf, MD 20601 August 3,2021 MiTek" 6904 Parke East Blvd. Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION _J 3/4' Ceynter plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. O'116 r For 4 x 2 orientation, locate plates 0- ''+d' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ft-insixteenths (Drawings not to scale) 2 3 TOP CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek@ All Rights Reserved MiTek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020 4 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSUTPI 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. W. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or pudins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSIfrPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.