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® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek RE: 1246_A - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Wade Jurney Homes Project Name: _ Model: 1246 A 4 12 Tampa, FL 33610-4115 Lot/Block: 403 Subdivision: Lakewood Park Address: 8505 Fort Walton Ave 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: N/A Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 15 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T22293375 Al 12/29/20 2 T22293376 CJ1 12/29/20 3 T22293377 CJ3 12/29/20 4 T22293378 CJ5 12/29/20 5 T22293379 EJ4 12/29/20 6 T22293380 ER 12/29/20 7 T22293381 GR1 12/29/20 8 T22293382 GR2 12/29/20 9 T22293383 H1 12/29/20 10 T22293384 H2 12/29/20 11 T22293385 H3 12/29/20 12 T22293386 H4 12/29/20 13 T22293387 H5 12/29/20 14 T22293388 HJ1 12/29/20 15 T22293389 HJ2 12/29/20 F1�`�ol P*4 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: Lee, Julius My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with 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 ANSI1TPI 1, Chapter 2. ,��1111111�/j ♦♦♦����VLIUS CF���i�i ENS46:- No 3 69 STATE' OF . 4/ •l<j e®r ::.:... C? .,O N A' �0'0' Julius Lee PE No_.34869 MITek USA, Inc. FL Cent 6634 6904. Parke East Blvd..Tampa FL 33610 Date: December 29,2020 Lee, Julius 1 of 1 Job Truss Truss Type City Ply T22293375 1246 A Al Common 13 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon UeC 28 14:45:16 202U rage 1 ID:UyCLZwZ4JTwk9yB1zloERdz9?TU-CPbx_DgAQdvBd5pPOnGtKEtTOYy5hduODo_tKy4PBj 1-0- 6-3-13 11-9-15 17-4-0 22-10-1 28.-3 34-8-0 5.8 -0-0 6-3-135-6-1 4 5-6-1 1 Scale = 1:61.8 3x8 = 3x4 = LOADING (psf) SPACING- 2-M TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020ITP12014 LUMBER - TOP CHORD 2x4 SP No.2, BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=167(LC 11) Max Uplift 2=765(1_C 12), 10=-765(LC 12) Max Grav 2=1330(LC 1), 10=1330(LC 1) 4x6 = 4.00 FIT 46 = 3x8 = 46 = 3x4 = I 6 3x8 = CSI. DEFL. in (loc) I/deb Ud PLATES GRIP TC 0.64 Vert(LL) 0.33 14 >999 240 MT20 244/190 BC 0.99 Vert(CT) -0.49 14-16 >824 180 WB 0.63 Horz(CT) 0.15 10 n/a n/a Matrix-SH Weight: 161 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3136/2343,3-5=-2866/2139,5-6=-2016/1623,6-7=-2016/1623,7-9=-2866/2139, 9-10=-3136/2343 BOT CHORD 2-16=-2109/2920, 14-16=1681/2424, 12-14=-1685/2424, 10-12=-2113/2920 WEBS 6-14=-683/968, 7-14=-706/641, 7-12=-211/491, 9-12=-317/379, 5-14=-706/641, 5-16=-211/491.3-16=-317/379 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=35ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-64), Interior(1) 2-6-0 to 17.4-0, Exterior(2R) 17-4-0 to 20-10-0, Interior(1) 20-10-0 to 35-M 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) 2=765, 10=765. JLIUS 34869 '141111111ilit%% -Julius Lee PE No:3480 MiTek USA, Inc. FL Left 6634 69114 Parke East Blvd. Tampa FL 33610 Date: December 29,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51111(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, rot' a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IYIiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSWPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available fmm Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22293376 1246 A CJ1 Comer -Jack 8 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 28 14:48:17 2020 Page 1 ID:UyCLZwZ4JTwk9yB1 zl oERdz9?TU-grZz8JElxjlmong?y51VQYm BPQ7QgHk1 FsYXQmy4PBi -1-0-0 1-M "_0 1-M LOADING (psi) SPACING- 2-M CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 TCDL 7.0 Lumber DOL 1.25 BC 0.01 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2020rrP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=44(LC 12) Max Uplift 3=-8(LC 1), 2=-142(LC 12) Max Grav 3=25(LC 12), 2=125(LC 1). 4=18(LC 3) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:6.1 2x4 = ST1.5x8 STP = DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) -0.00 2 >999 240 MT20 2441190 Vert(CT) -0.00 2 >999 180 Horz(CT) 0.00 3 n/a n/a 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 10-M oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; 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 noncohcurrent 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-" tall by 2-M wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=142. �IIIIIIII/l�I ♦ I No 34869 .0 n* Julius Lee PE No.34869 MITdk USA; Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 29,2020 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEx REFERENCE PAGE Mll-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 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 ANSM11 Qualify 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 T22293377 1246 A CJ3 Comer Jack 8 1 Job Reference (optional) Builders FirslSource (Tampa, FL), Tampa, FL - 33564, 3x4 = ST1.5x8 STP = t3.43U S Nov 3U 2020 MI I eK industries, Inc. Mon Dec 28 14:48: 1 / 2020 rage 1 ID:UyCLZwZ4JTwkgyBlzloERdz9?TU-grZzBJElxjlmong?y51VQYmARQ6TgHk1 FsYXQmy4PBi Scale = 1:9A LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.00 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-M oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=79(LC 12) Max Uplift 3=-43(LC 12), 2=-165(LC 12) Max Grav 3=54(LC 17), 2=187(LC 1), 4=52(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 2-11-4 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 20.0psf on the bottom chord in all areas where a rectangle 3-" tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=1b) 2=165. ,0%J 1111111t11, I 34869 S i� Ao A*Jd Julius Lee PE No.34869 MITek USA, Inc, FL Cert 6634 6904 Parke East Blvd. Tampa FL33610 Date: December 29,2020 A WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/10/2020 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 e 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/TP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety/nformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22293378 1246 A CJ5 Comer Jack 4 1 Job Reference (optional) Builders Firstbource (I ampa, FL), Impa, t-L-"3sbtl4, 3x4 = ST1.5x8 STP = o.— s rvuv ov cucu rvn i en niuuauica, nw. . may.. ID:UyCLZwZ4JTwk9yB1 zl oERdz9?TU-817LMfFwil tdQwFC WppkylJCigOpZk_BU WH4yCy4PBh LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Ildefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.03 24 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 24 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020fTP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=115(LC 12) Max Uplift 3=-105(LC 12). 2=-187(LC 12) Max Grav 3=114(LC 1), 2=253(LC 1), 4=92(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:13.3 PLATES GRIP MT20 2441190 Weight: 17 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-M oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-M to 2-6-0, Interior(1) 2-6-0 to 4-11-4 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 chard and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 3=105,2=187. E 1. At No 34869 � r Julius Lee PE No.34869 MITek USA; Inc. FL Cert 6634 6904 Parke East Blvd: Tarnpa FL 33610 Date: December 29,2020 A 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 MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mffek• is always required for stability and to prevent collapse with possible personal injury andpropertydamage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS1yrP11 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 Qty Ply " T22293379 1246 A EJ4 Jack -Open 14 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek industries, Inc. Mon Dec 28 14:48:i9 LULU rage 1 ID:UyCLZwZ4JTwk9yBlzloERdz9?TU-cEgkZ?GYTL?T24gO4WKzVzsT8EmjIBEWAIeUfy4PBg 1-0-0 4-M 1-0-0 4-0-0 4x4 = .&S STP = LOADING (psf) SPACING- 2-M CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 TCDL 7.0 Lumber DOL 1.25 BC 0.15 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2020/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=97(LC 12) Max Uplift 3=-76(LC 12), 2=-244(LC 12), 4=-59(LC 8) Max Grav 3=84(LC 17), 2=219(LC 1), 4=72(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:11.1 DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) 0.02 2-4 >999 240 MT20 244/190 Vert(CT) -0.02 2-4 >999 180 Horz(CT) -0.00 3 n/a n/a Weight: 14 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-" oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 3-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left 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 chard 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 3.8-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=1b) 2=244. ��111111111�� �VL%u s CFF�i��� 34869 1 = ,14 N A' EC��`� Julius Lee PE No:34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 29,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119CO20 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 ovdrall 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 AN311nPl1 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 T22293380 1246 A EJ7 Jack -Open 12 1 Job Reference (optional) Builders FirstSource (Tampa, FL), I amps, FL - 66bb4, 46 = ST1.5x8 STP = 0.40V J IVUV 0U GUGV IVII I — II I1JU-1IOC, IUD. ,v vvo ID:UyCLZwZ4JTwk9yB1zloERdz9?TU-cEgkZ?GYTL?T24gO4WKzVzsLiEeLIBEKiAleUfy4PBg Scale = 1:16.9 N N N c7 N LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/de6 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.15 2-4 >517 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.18 2-4 >448 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-SH' Weight: 23 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=151(LC 12) Max Uplift 3=-143(LC 12), 2=-216(LC 12) Max Grav 3=162(LC 1), 2=324(LC 1), 4=120(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-104 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-6-0. Interior(1) 2-6-0 to 6-114 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-M wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 3=143,2=216. .•'�GEN&` ri No 34869 -Julius Lee PE No.34869 MlTdk USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tamjia FL 33610 Date: December 29,2020 A 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 MITekO connectors. This design is based only upon parametersshown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTeW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 quality Criteria, DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22293381 1246_A GR1 Hip Girder 1 L •� Job Reference (optional) tsunaers rirsic ource k i amps, rr.l, r ampa, IL - 000vy. ....,, ..._. ..._.. ID:UyCLZwZ4JTwk9yB1 zl oERdz9?TU-1 pMsC1 IRmGN2vYYzlftg7bUw7Rf8VN3m08FI5y4PBd 1-0 7-0-0.0 13-10-1 20-9-15 27-8-0 34-8-0 5 8 1706-10-1 6-11-13 - 6-10-1 7-0-0 -0- Scale = 1:62.9 4.00 12 6x8 = 2x4 11 5x6 = 3x4 = 3 14 15 16 4 17 1819 5 20 6 21 6x8 = 22 23 7 r N I 6 ST1.5x8 STP = 13 24 25 26 12 27 2829 30 11 31 32 33 10 51 i.bxt$ 51 P = 2x4 II 700 = 7x8 = 2x4 II 7-0-0 13-10-1 20-9-15 , 27-8-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-M Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2020ITP12014 CSI. TC 0.63 BC 0.75 WB 0.76 Matrix-SH DEFL. in (loc) I/deft L/d Vert(LL) 0.67 11-12 >610 240 Vert(CT) -0.83 11-12 >493 180 Horz(CT) 0.12 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 393 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 4-0-12 oc purlins. 3-5,5-7: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-10-3 oc bracing. BOT CHORD 2x6 SP No.2 *Except* 11-12: 2x6 SP M 26 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-M Max Horz 2=72(LC 7) Max Uplift 2=-1647(LC 8), 8=-1660(LC 8) Max Grav 2=2617(LC 1), 8=2617(LC 1) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7317/4443, 3-4=-10498/6566, 4.6=-10498/6566, 6-7=-10551/6615, 7-8=-7309/4478 BOT CHORD 2-13=-4107/6877, 12-13=-4099/6842, 11-12=-6463/10548, 10-11=-4132/6836, 8-10=4140/6870 WEBS 3-13=-125/668, 3-12=-2436/3944, 4-12=860/786, 6-11=-079/786, 7-11=-2453/4005, 7-10=-116/659 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. 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=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=35ft; eave=5ft; Cat. 11; Exp C; 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 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 100 lb uplift at joint(s) except (jt=1b) 2=1647, 8=1660. Continued on page 2 i ft 34869 Julius Lee PE No.34869 MIT& USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 29,2020 A WARNING - Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511912020 BEFORE USE OF Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component. net 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 time systems, see ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22293381 1246 A GR1 Hip Girder 1 Job Reference (optional) Builders FirslSource (Tampa, FL), Tampa, FL - 33564, 6.43U s Nov SU ZUZU MI I OK maustnes, Inc. Mon U6C Zd 14:40:ZZ ZUZU rage z ID: UyCLZwZ4JTwk9yB1 z1 oERdz97TU-1 pMsC 1 I RmGN2vYYzlftg7bUw7Rf8VN3moaFl5y4PBd NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 223 lb down and 256 lb up at 7-0-0, 106 lb down and 134 lb up at 9-0-12, 106 lb down and 134 lb up at 11-0-12, 106 lb down and 134 lb up at 13-0-12, 106 lb down and 134 lb up at 15-0-12, 106 lb down and 134 lb up at 17-0-12, 106 lb down and 134 Ito up at 17-74, 106 lb down and 134 lb up at 19-74, 106 lb down and 134 lb up at 21-74. 106 lb down and 134 lb up at 23-7-4, and 106 lb down and 134 lb up at 25-7-4, and 223 lb down and 256 lb up at 27-M on top chord, and 296 lb down and 167 lb up at 7-0-0, 81 lb down and 20 lb up at 9-0-12, 81 lb down and 20 lb up at 11-0-12, 81 lb down and 20 lb up at 13-0-12, 81 lb down and 20 lb up at 15-0-12, 81 lb down and 20 Ito up at 17-0-12, 81 lb down and 20 lb up at 17-74, 81 lb down and 20 lb up at 19-74, 81 lb down and 20 lb up at 21-74. 81 lb down and 20 lb up at 23-74, and 81 lb down and 20 lb up at 25-74, and 296 lb down and 167 lb up at 27-74 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-7=-54, 7-9=-54, 2-8=-20 Concentrated Loads (lb) Vert: 3=-176(F) 7=-176(F) 13=-296(F) 10=-296(F) 14=-106(F) 15=-106(F) 16=-106(F) 17=-106(F) 18=-106(F) 19=-106(F) 20=-106(F) 21=-106(F) 22=-106(F) 23=-106(F) 24=-57(F) 25=-57(F) 26=-57(F) 27=-57(F) 28=-57(F) 29=-57(F) 30=-57(F) 31=-57(F) 32=-57(F) 33=-57(F) A WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 n v.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 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-69 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 T22293382 1246 A GR2 GABLE 1 1 Job Reference (optional) tsuucers r-Irstoource I I ampa, raj, 1 ampa, M - asoow, o.vou s I— ou <u .11 ry rag. ID: UyCLZwZ4JTwk9yB1 zl oERdz9?TU-zBUdcjJhltem8dMt3w8COZFWFHnzKr3sSkP9sy4PBb r1-0-0 5-7-12 10.5-11 17-4-0 22-10.1 284-3 34-8-0 '�5.8-Q 1-0-0 5-7-12 4-1-N 6-10-5 5-6-1 6-3-13 01 0 5x6 = 4.00 12 7 3x4 3x6 i:: 6 3x4 5 4 2 3 0 //21 n 2 0 5x8 = — � 1 ST1.5x8 STP = 45 46 19 47 48 3x4= 5x8 = 6x8 = 52 53 15 54 3x4 = 1849 50 17 16 51 3x12 MT20HS = 3x6 = 3x6 = 12-10-0 36 z 8 3x6 9 10 26 !!t 3x6 = 55 14 56 57 58 59 3x4 = 3x12 MT20HS = Scale= 1:61.8 12 13 Io ST1.5x8 STP = 3x6 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.24 12-14 >944 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.48 12-14 >476 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.55 Horz(CT) 0.02 12 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 236 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-5 oc purlins. BOT CHORD 2x4 SP No.1 'Except' BOT CHORD Rigid ceiling directly applied or 6-M oc bracing. 15-17: 2x4 SP No.2 JOINTS 1 Brace at Jt(s): 22, 24 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 0-8-0 except at --length) 18=5-0-0, 18=5-0-0, 16=0-3-8. (lb) - Max Horz 2=-167(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 12=-538(LC 8), 18=-250(LC 7), 2=-248(LC 8), 16=-1402(LC 8) Max Grav All reactions 250 Ib or less at joint(s) except 12=669(LC 18), 18=549(LC 17), 18=338(LC 1). 2=358(LC 17), 16=1676(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=396/172, 4-6=-356/575, 6-7=-612/941, 7-8=-377/629, 8-10=-555/463, 10-11=-774/640,11-12=-11701939 BOT CHORD 2-19=-223/332, 16-18=-397/388, 14-16=-278/486, 12-14=-805/1073 WEBS 19-27=-86/321,4-27=-86/321,4-20=-672/530,18-20=-598/450,18-21=-251/276, 6-21=-251/276,6-22=413/426,16-22=-385/399, 16-23=-831/610,7-23=-832/609, 16-24=-997/853, 8-24=9891846, 8-25=406/678, 14-25=-422/694, 14-26=-020/393, 10-26=-312/312,11-26=-339/299,3-27=-320/268 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=35ft; save=5ft; Cat. It; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 ANSIITPI 1. 4) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 538 Ib uplift at joint 12, 250 lb uplift at joint 18. 248 lb uplift at joint 2 and 1402 lb uplift at joint 16. Continued on page 2 ,�1111111//,II,I �``�%% "00US REF �i�i �� ' D ENS �0 34869 i �' • �/: ��I11111111� Julius Lee PE No.34869 MITdk USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 29,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE ' Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord membersonly. 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 ANSI/1"P11 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 T22293382 1246 A GR2 GABLE 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.43U s Nov 30 2020 MI I eK Industries, Inc. Mon uec Ltf 14:48:24 LULU rage I D: UyC LZwZ4JTwk9y B 1 zl oERdz9?TU-zBUdcjJh Item8d Mt3w8COZF W FHnzKr3sSkP9sy4PBb NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 105 lb down and 112 lb up at 4-0-0, and 105 lb down and 112lb up at 30-8-0 on top chord, and 35 lb down at 4-0-0, 32 lb down and 61 lb up at 5-1-1, 32 lb down and 61 lb up at 7-1-1, 32 lb down and 61 lb up at 9-1-1. 32 lb down and 61 Ib up at 11-1-1, 32 lb down and 61 lb up at 13-1-1, 32 lb down and 61 lb up at 14-1-1, 32 lb down and 61 lb up at 15-6-15, 32 lb down and 61 lb up at 17-0-15, 32 lb down and 61 lb up at 19-6-15, 32 lb down and 61 lb up at 21-6-15. 32 lb down and 61 lb up at 23-6-15, 32 lb down and 61 lb up at 25-6-15, 32 lb down and 61 lb up at 27-6-15, and 32 lb down and 61 lb up at 29.6-15, and 35 lb down at 30-8-0 on bottom chord. The designtselection 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). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-54, 7-13=-54, 2-12=-20 Concentrated Loads (lb) Vert: 17=-16(B) 11=48(B) 3=-48(B) 45=-9(B) 46=-16(B) 47=-16(B) 48=-1 6(B) 49=-16(B) 50=-16(B) 51=-16(B) 52=-16(B) 53=-16(B) 54=-16(B) 55=-16(B) 56=-16(B) 57=-16(B) 58=-16(B) 59=-9(B) 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 MTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply T22293383 1246 A H1 Hip 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 28 14:48:26 2020 Page 1 ID:UyCLZwZ4JTwk9yB1zloERdz9?TU-vacN1OLxgUuUN9sk_UycHReWh2yCRFEMJmDWEly4PBZ �1-0-0 4-19-14 13-2-0 21-6-0 _ _ 29-9-2 34-8-0 35-8-0 0 4.10-14 8-3-2 B-4-0 8-3-2 ' 4-10-14 i-0-0' Scale = 1:62.9 5x6 = Sx6 WB = 5x6 = 4.00 12 3x4 = 3x4 = 4 5 19 6 20 7 8 3xB = 3x8 = LOADING (psf) SPACING- 2-M TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress ]nor YES BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 `Except` 4.6,6-8: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=91(LC 10) Max Uplift 2=-765(LC 12), 10=-765(LC 12) Max Grav 2=1330(LC 1). 10=1330(LC 1) 4x6 = 3x4 = 4x6 = &B = 3x8 = CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.92 Vert(LL) 0.44 14 >919 240 MT20 244/190 BC 1.00 Vert(CT) -0.65 14-16 >627 180 WB 0.50 Horz(CT) 0.17 10 nla n/a Matrix-SH Weight: 1601b FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3162/2577, 3-4=-2905/2276, 4-5=2682/2187, 5-7=-3461/2737, 7-8=-2682/2187, 8-9=-2905/2276, 9-10=3162/2577 BOT CHORD 2-16=-2348/2944, 14-16=-253613348, 12-14=-2541/3348, 10-12=-2343/2944 WEBS 3-16=-253/408,4-16=-495/736,8-12=-4951736,9-12=-254/408,5-16=-900/758, 5-14=-1/281, 7-14=-1/281, 7-12=-9001758 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=35ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 9-0-0, Exterior(2R) 9-M to 13-11-6, Interior(1) 13-11-6 to 25-8-0, Exterior(2R) 25-M to 30-7-6. Interior(1) 30-7-6 to 3541.0 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 an 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 765 lb uplift at joint 2 and 765 lb uplift at joint 10. A Al 6 ,, 0lill111111, It ♦�.� ; �� G E N 5.� .0 �♦ $4869 i � • Q4 i 1N Julius Lee PE No.34869 MITljk USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 29,2020 A 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 MiTekO connectors. This design is based only upon parametersshown, 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 ANS11FPl1 Quality Criteria, DSB-89 and Bost Building Component 6904 Parke East Blvd. Safetylnformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22293384 1246_A H2 Hip 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564. 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 2814:48:27 2020 Page 1 ID:UyCLZwZ4JTwk9yB1zloERdz9?TU-Nm91FkMaboOL?JRwYCTrgfBjDSL9AjUVYQz3mBy4PBY 11-0-0 5-10-14 11-0.0 17-4-0 23-8-0 _ 28-9-2 34-8-0 35-8-0 -0 5-10-14 5-1-2 6-4-0 64-0 5-1-2 5-10-14 Scale = 1:62.9 N ,4 6 4.00 12 5x6 = 2x4 II 56 = 4 18 19 5 20 21 6 14 1L 3x8 = 2x4 11 3x4 = 46 — 3x8 = 4x6 — 3x4 = 2x4 II 3x8 = 5-10-14 11-0-0 17-4-0 23-8-0 28-9-2 34-8-0 5-10-14 5-1-2 I 6-4-0 B-4-0 5-10-14 ' Plate Offsets (X,Y)— [2:0-0-6 Edge] (8:0-0 6 Edge] LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.38 13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.54 11-13 >753 180 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(CT) 0.16 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 164 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-1 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-9-10 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Harz 2=11O(LC 11) Max Uplift 2=765(1_C 12). 8=-765(LC 12) Max Grav 2=1330(LC 1). 8=1330(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3200/2544, 3-4=-2704/2198, 4-5=-2947/2471, 5-6=-2947/2471, 6-7=-2704/2198, 7-8=-3200/2545 BOT CHORD 2-16=-2313/2967,15-16=-2313/2967,13-15=-1850/2510,11-13=-1845/2510, 10-11=-2307/2967,8-10=-2307/2967 WEBS 3-15=-490/492, 4-15=-161/361,4-13=-414/645,5-13=-386/451,6-13=414/645, 6-11=-161/361, 7-11=490/492 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=35ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 11-0-0, Exterior(21R) 11-0-0 to 15-11-0, Interior(1) 15-11-6 to 23-8-0, Exterior(2R) 23-8-0 to 28-9-2. Interior(1) 28-9-2 to 35-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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-" 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 765 lb uplift at joint 2 and 765 lb uplift at joint 8. 6 `,�II111111���� ,`0-lus LiF"fe�i 34869 '00 `• �`� 1/111111�. Julius Lee PEM.3486§ MMIc USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 29,2020 A WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mll-7473 rev. 5/1912020 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 properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22293385 1246 A H3 Hip 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 28 14:48:28 2020 Page 1 ID:UyCLZwZ4JTwk9yB1zloERdz9?TU-ryj7S4NCL68CdTO76v_4MskuAsgJv8tfn4icldy4PBX 1-0 6-10-14 13-0-0 17.4-0 21-8-0 27-9-2 34.8-0 5-8 -0 6-10-14 6-1-2 4.4-0 4-4-0 6-1-2 6-10-1a 1 -0 6 0 4.00 F12 6x8 = 5x6 = 4 17 18 19 20 5 Scale = 1:62.9 ST1.5x8 STP = 14 13 '- 11 '- 9 ST1.5x8 STP = 3x8 = 2x4 11 3x6 = 3x4 = 3x8 = 2x4 11 4x6 = 3x8 = 6-10-14 13-0-0 21-8-0 27-9-2 34-8-0 6.10-14 6-1-2 8.8-0 6-1-2 6-10-14 Plate Offsets (X,Y)— [2:0-0-2,Edge], [4:0-4-0,0-2-6], [7:0-0-2,Edge] LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.32 11-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.59 11-13 >694 180 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(CT) 0.15 7 n/a n/a BCDL 10.0 Code FBC2020rTP12014 Matrix-SH Weight: 166 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-5-1 oc purlins. 4-5: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-9-0 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 4-11 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=127(LC 11) Max Uplift 2=-765(LC 12), 7=-765(LC 12) Max Grav 2=1330(LC 1). 7=1330(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-0=-3166/2518, 3-4=-2541/2093, 4-5=-2353/2057, 5-6=-2543/2094, 6-7=-316512517 BOT CHORD 2-14=-2278/2932, 13-14=2278/2932, 11-13=-1726/2351, 9-11=-2274/2932, 7-9=-2274/2932 WEBS 3-13=-624/587,4-13=-168/472,5-11=-160/472,6-11=-622/586 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) A-M to 2-6-0, Interior(1) 2-6-0 to 13-M, Exterior(2R) 13-0-0 to 17-11-0. Interior(1) 17-11-6 to 21-8-0, Exterior(2R) 21-8-0 to 26-7-6, Interior(1) 26-7-6 to 35.M 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-M tall by 2-M 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 765 lb uplift at joint 2 and 765 lb uplift at joint 7. 34869 iQ I� Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 ParRi East Blvd. Tampa FL 33610 Date: December 29,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 M. 5119/2020 BEFORE USE ,' Design valid for use only with MiTeW 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 ANSI17pl1 Quality Criteria, DSB-89 and BCS/ 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 Oty Ply T22293386 1246_A H4 Hip 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 28 14:48:30 2020 Page 1 ID:UyCLZwZ4JTwk9yB1 zl oERdz9?TU-oLrutmOStjOwsmAVDK1 YRHpC_fN6N59yEOBjN Wy4PBV 7-0 7-10-14 15-0-0 19-8-0 26-9-2 34-8-0 B 0 7-10-14 7-1-2 4-8-0 7-1-2 7-10-14 0 4.00 12 5x6 = 5x6 = Scale: 3/16'=1' ST1.5x8 STP = 16 ' � 14 13 '- 11 ST1.5x8 STP = 46 = 2x4 II LOADING (psf) SPACING- 2-M TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 5-6: 2x6 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=145(LC 11) Max Uplift 2=765(1_C 12), 9=-765(LC 12) Max Gram 2=1481(LC 17), 9=1481(LC 18) 5x6 WB = 3x4 = 19-8-0 3x4 = 2x4 II 5x6 WB = 4x6 = CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.96 Vert(LL) -0.4714-16 >871 240 MT20 2441190 BC 0.80 Vert(CT) -0.68 14-16 >599 180 WB 0.31 Horz(CT) 0.15 9 n/a n/a Matrix-SH Weight: 158 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-0-2 cc bracing. WEBS 1 Row at midpt 3-14. 8-13 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3518/2488,3-5=-2615/1928,5-6=-2417/1903,6.8=-2615/1944,8-9=-3518/2410 BOT CHORD 2-16=-2242/3373,14-16=-2242/3373,13-14=-1528/2413,11-13=-2164/3265, 9-11=-2164/3265 WEBS 3-16=0/320,3-14=-1030/759,5-14=-232/552,6-13=-231/552,8-13=-1031/763, 8-11=0/320 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16: Vult=160mph (3-second gust) Vasd=124mph: TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=35ft; eave=5ft; Cat. 11: Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-6-0. Interior(1) 2-6-0 to 15-0-0. Exterior(2E) 15-M to 19-8-0, Extericr(2R) 19-8-0 to 24-7-6. Interior(1) 24-7-6 to 35-8-0 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-M 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 765 lb uplift at joint 2 and 765 lb uplift at joint 9. n A 6 N IA cs 34869 SS�ONA� 111 Julius Lee PE No.34869 MIT& USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 29,2020 A WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEMII-7473 rev. 511912020 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parametersshown, end 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 ANSIXI 11 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 T22293387 1246_A H5 Hip 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 28 14:48:32 2020 Page 1 I D: UyCLZWZ4JTwk9yB1 zl oERdz9?TU-kkzelSQiPKed54JuL13OXiucHT?jrxl EiiggSOy4PBT r1-0-q 6-313 11-9-15 17-40 17-8-0 22-10-1 1- 0 G313 5-615-2-1 5-8-1 6-313 1-0-Or 4.00 F12 5x6 = 5x6 = 6 7 3x8 = 3x4 = 4x6 = 3x4 = 46 = 3x4 = 3x8 = 3x4 = 17-8-0 9-0-14 17.0-0 17,2-1 25-7.2 _ 34-8-0 9.0-14 7.11.2 0- 7-11-2 9-0-14 0-5-12 Plate Scale: 3/16'=1' LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.32 16 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.48 16-18 >841 180 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(CT) 0.15 11 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 16B lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except* TOP CHORD Structural wood sheathing directly applied or 2-7-2 oc purling. 6-7: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0.8-0, 11=0-8-0 Max Harz 2=163(LC 10) Max Uplift 2=765(LC 12), 11=-765(LC 12) Max Grav 2=1330(LC 1), 11=1330(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3137/2413,3-5=-2865/2211,5-6=-2063/1706,6-7=-1904/1669,7.8=-2063/1717, 8-10=-2865/2200,10-11=-3137/2402 BOT CHORD 2-18=-2184/2920, 16-18=-1756/2422, 15-16=-1250/1904, 13-15=-1740/2422, 11-13=-2168/2920 WEBS 8-15=-677/635,8-13=-214/489, 10-13=-316/382,5-16=-677/634,5-18=-214/489, 3-18=-316/382, 6-16=-359/481, 7-15=-359/481 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 17-0-0, Exterior(2E) 17-M to 17-8-0, Exterior(2R)17-M to 22-10-1, Interior(1) 22-10-1 to 35-8-0 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 765 lb uplift at joint 2 and 765 lb uplift at joint 11. ,`IIIIIIIIJIIIII 34869 • • .��� • C 0 R ONAV I�IIJ111n�1`�, Julius Lee PE W 34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 29,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. ' Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 Welk' 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/lPI1 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 T22293388 1246_A HA Diagonal Hip Girder 2 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 3x4 = ST1.5x8 STP = 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 28 14:48:33 2020 Page 1 ID:UyCLZwZ4JTwk9yB1 zl oERdz9?TU-CwXOVoQKAemUjEu4uSaF3wRpptRiaUnOwMQN_ry4PBS 9-10-1 Scale = 1:21.2 5-3-15 2-M 2-6-1 Plate Offsets (X,Y)— [2:0-4-11,0-0-1] 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 0.54 Vert(LL) 0.22 6-7 >516 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.30 6-7 >379 180 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 37 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-M oc purlins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=150(LC 8) Max Uplift 4=-126(LC 8). 2=-359(LC 8), 5=-122(LC 8) Max Grav 4=146(LC 1). 2=429(LC 1), 5=267(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-851/430 BOT CHORD 2-7=-500/785, 6-7=-500/785 WEBS 3-7=-166/484.3-6=-940/599 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of is truss component. h3) This truss has been designed for 10.0 live loads. LFF I♦♦♦ a psf bottom chord live load nonconcurrent with any other ` �..%,,"OLIUS 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 tail by 2-M wide ��G E IV STF.•. ♦♦� 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 126 lb uplift at joint 4, 359 lb uplift at joint 2 and 122 lb uplift at joint 5. N 34869 * •� 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 45 lb up at 4-2-15, 45 lb up at r 4-2-15, and 38 lb down and 105 lb up at 7-0-14, and 38 lb down and 105 lb up at 7-0-14 on top chord, and 36 lb up at 1-4-15, 36 lb up at 1.4-15, at 4-2-15, at 4-2-15, and 36 lb down at 7-0-14, and 36 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. • O', ��; 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). i♦♦,(� LOAD CASE($) Standard ♦♦I G `� �� ��I,O N 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 %�' `% l UnifoVert: 1-4=-54, 2-5=-20 Julius Lee PE ND.34889 Concentrated Loads (lb) MITek USA, Inc. FL Cert 6634 Vert: 6=-36(F=-18, B=-18) 9=-75(F=-38, B=-38) 10=61(F=30, B=30) 6904 Parke East Blvd. Tampa FL 33610 Date: December 29,2020 ® WARNING - Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 M. 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 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 ANSI1rPl1 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 T22293389 1246_A HJ2 Diagonal Hip Girder 2 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 3x4 = ST1.5x8 STP = 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Dec 28 14:48:34 2020 Page 1 ID:UyCLZwZ4JTwk9yB1zloERdz9?TU-g64Oj7RzxyuLLOTHSA5Uc7_OIHs7JzxX909xWHy4PBR 5-7-2 5-7-2 Scale = 1:13.2 2.83 FIT LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.04 24 - >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.06 2-0 >981 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=96(LC 8) Max Uplift 3=-107(LC 8), 2=-266(LC 8) Max Gram 3=124(LC 1), 2=254(LC 1). 4=91(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 19 lb FT = 20% Structural wood sheathing directly applied or 5-7-2 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 107 lb uplift at joint 3 and 266 Ito uplift at joint 2. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 45 lb up at 4-2-15, and 45 lb up at 4-2-15 on top chord, and 36 Ito up at 1-4-15, 36 Ito up at 1-4-15. and at 4-2-15, and at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 2-4=-20 Concentrated Loads (lb) Vert: 6=61(F=30, B=30) ,`�1111111' LJ� 34869 D�r I A 1A ,7ir • v P: V14/0 N AL E ��.. Julius Lee PENo.34869 MiTek USA, Inc. FL Cert 6634 '6904 Parke East Blvd: Tampa FL 33610 Date: December 29,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. ° Design valid far use only with MiTek® eonnedom. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/nall Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-1/,R' - -I- For 4 x 2 orientation, locate plates 0- 'lid' from -outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use Tor 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. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSILETTERS. PRODUCT CODE APPROVALS ]CC -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 mm W1 g, MiTek 0 MiTek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020 ® 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 ANSIrrPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSIrrPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSIrrPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.