Loading...
HomeMy WebLinkAboutTrussARROW ON THE TRUSS REPRESENTS ITS LEFT END TOE -NAIL CONNECTION FROM JACKS TRUSS'S PER MITEK CONNECTION DETAIL.. 34-08-00 ,11-121.1 �11 11� 11 . 11�- - 11 _ - - -- -- -- --- - - _Al � - _ - 11l 11 Al: Hi I 11 . 11 11 ton I S Cil ' 1 1: J1 J3 J5 J3 J1 Builders FirstSource 1602 INDUSTRIAL PARK DR PLANT CITY FL Phone:(813) 759-5922 Fax:(813) 752-1532 http://www.bldr.com General Notes: - 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. 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: - 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 ENCLOSED BUILDING (COND. 1)(CAT. II) 160 MPH EXPOSURE C TCLL: 20 -PSF TCDL: 7 PSF BCLL: 10 PSF "Non -Concurrent" BCDL: 10 PSF DURATION: 1.25 Only reactions --greater than 5,000 Ibis & uplifts greater than 1,00.0 Ibs are noted on the truss placement page Wade ,urney Homes 1246 Grp 2 Elevation- B Lot Swing Right Layout: 1246_B—GR_lAY Date: 06/06/19 Revision History: Revl: 07/17/19 Rev2: 07/24/19 Rev3: NOT TO SCALE SHEET loft MiTek" RE: 1246 B - Site Information: Customer Info: Wade Jurney Homes Lot/Block: 8202 Address: 7202 Deer Park Ave City: Fort Fierce Lumber.design valueslare in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. Project Name: _ Model: 1246 B 4 12 . Subdivision: Lakewood Park State: FL MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 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: 45.0 psf Floor Load: N/A psf This package includes 29 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 No. Seal# Truss Name Date 1 T22256623 Al 12/22/20 23 T22256645 HJ4 12/22/20 2 T22256624 CJ1 12/22/20 24 T22256646 T1 12/22/20 3 T22256625 CJ3 12/22/20 25 T22256647 T2 12/22/20 4 T22256626 CJ5 12/22/20 26 T22256648 T3 12/22/20 5 T22256627 EJ3 12/22/20 27 T22256649 T4 12/22/20 6 T22256628 EJ4 12/22/20 28 T22256650 T5 12/22/20 7 T22256629 EJ4A 12/22/20 29 T22256651 T6 12/22/20 8 T22256630 ER 12/22/20 9 T22256631 GR1 12/22/20 10 T22256632 GR2 12/22/20 11 T22256633 GR3 12/22/20 12 T22256634 H1 12/22/20 13 T22256635 H2 12/22/20 14 T22256636 H3 12/22/20 15 T22256637 H4 12/22/20 16 T22256638 H5 12/22/20 17 T22256639 H6 12/22/20 18 T22256640 H7 12/22/20 19 T22256641 H8 12/22/20 20 T22256642 HJ 1 12/22/20 21 T22256643 HJ2 12/22/20 22 T22256644 HJ3 12/22/20 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 ANSIfrPI 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. `%w,1US J • 348 STATE OF ''��i Julius Lee PE No.34869 Mrrek USA, Inc. FL Cent 6634 6904 Parke East Blvd., Tampa R. 33610 Date: December 22,2020 Lee, Julius 1 of 1 Job Truss Truss Type City Ply T22256623 1246 B Al Common 6 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 22 11:21:26 2020 Page 1 ID:UyCLZwZ4JTwk9yB1zloERdz9?TU-8XOWYdMBg19fNVrNvohMVEhBBHutQuslSfTsNly6Qnd T1-0-q 6-3-13 11-9-15 17-4-0 22-10-1 28-4-3 34-8-0 35-8-0 �r 6-3-13 5-6-1 5.6-1 5-6-1 5-6-1 6-3-13 -0-0 Scale = 1:61.8 46 = 4.00 12 3x8 = 3x4 = 4x6 = 3x8 = 46 = 3x4 = 3x8 9-0-14 17-4-0 25.7-2 34-B-0 r 9-0-14 B-3-2 8-3-2 9-0-14 Plate Offsets (X,Y)— [2:04-0,Edge], [4:0-3-0,Edge], [8:0-3-0,Edge], [10:0-4-0.Edgel 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) 0.31 14 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.57 14-16 >717 180 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(CT) 0.17 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 161 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc purlins. BOT CHORD 2x4 SP No.1 'Except' BOT CHORD Rigid ceiling directly applied or 4-2-11 cc bracing. 13-15: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=-167(LC 10) Max Uplift 2=-765(LC 12), 10=-765(LC 12) Max Grav 2=1623(LC 1), 10=1623(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3840/2343,3-5=-3476/2139, 5-6=-2452/1623, 6-7=-2452/1623, 7-9=-3476/2139, 9-10=-3840/2343 BOT CHORD 2-16=-2108/3558, 14-16=-1681/2952, 12-14=-168412952, 10-12=-2112/3558 WEBS 6-14=-683/1154,7-14=-865/641,7-12=-211/558,9-12=4061380.5-14=-865/641, 5-16=-211/558, 3-16=-406/380 NOTES- 1) Unbalanced roof live loads have been considered for this design. TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=35R; Cat. ,`1111/1 $ 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; eave=5ft; ,%% vLIU I� 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 17-4-0, Exterior(2R) .......� `•. �i♦ 174-0 to 20-10-0, Interior(1) 20-10-0 to 35-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for ,�� .••\ Cr E N S F ••. 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 No 34869 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. c 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (jt=1b) �(J 2=765, 10=765. i ♦ice •.CpR�OP��=�� �NI11111 Julius Lee PE No.34869 MIT& USA, Inc. FL Cert 6534 6964 Parke East Blvd. Tampa FL 33610 Date: December 22,2020 A WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511012020 BEFORE USE. ' Design valid for use only with MiTelk@ 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 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/TP1f 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 T22256624 1246_B CA Comer Jack 12 1 Job Reference (optional) Builders FirstSource (Tampa, FL), rampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 22 11:21:27 2020 Page 1 ID:UyCLZwZ4JTwk9yB1zloERdz9?TU-cjyumzMpRKHW?fPaTWCb2SEXdhQc9XCSgJCPVJy6Qnc -1-D-0 1-0-0 1-0-0 1-0-0 scale = 1:6.1 2x4 = ST1.5x8 STP = 1-0-0 1-0-0 Plate Offsets (X,Y)— [2:0-2-14,0-0-101 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.3 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=44(LC 12) Max Uplift 3=-11(LC 1), 2=-142(LC 12) Max Grav 3=25(LC 12). 2=159(LC 1). 4=18(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) zone; cantilever left and right exposed ; end vertical left and right exposed; parch 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 chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except at --lb) 2=142. ,`//111111//1j' 50-IUS• (F� eei GEN 4P "34869 • Julius Lee PE No.34869 MiTek USA; Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 22,2020 A WARNING- Verify deign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-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 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 ANS17rP11 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 T22256625 1246_B CJ3 Comer Jack 12 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, -1-0-0 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 2211:21:27 2020 Page 1 I D: UyC LZwZ4JTwkgyBl zl oERdz9?TU-cjyumzMpRKH W?fPaTWCb2SEWfhPfgXCSgJCPvJy6Qnc Scale= 1:9.4 3x4 = ST1.5xB STP = 3-0-0 3-0-0 Plate Offsets (X,Y)— f2:0-0-0,Edgel LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.01 2.4 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 24 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 nla n/a BCDL 10.0 Code FBC2020ITP12014 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=-216(LC 12), 4=-42(LC 8) Max Grav 3=69(LC 17), 2=234(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. 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 2-114 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 chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=216. ,,11111111/I/I�',I �v30us 34869 filInIn1 Julius Lee PE No:34869 MTTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 22,2020 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511912020 BEFORE USE. ' Design valid far use only with MiTek® 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 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/lpll 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 Guy Ply T22256626 1246_B CJ5 Comer Jack • 4 - 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL-33564, 1-0-0 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 22 11:21:28 2020 Page 1 I0:UyCLZwZ4JTwk9yB1z1oERdz9?TU-4vWGzINSCePNcp_mlDkgafmYw5i?u_SbvyyyRmy6Qnb Scale = 1:13.3 3x4 = ST1.5x8 STP = 5-0-0 5-0-0 Plate Offsets (X,Y)— [2:0-0-2,Edgel LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.03 2.4 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-P Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-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 Harz 2=115(LC 12) Max Uplift 3=-105(LC 12), 2=-187(LC 12) Max Grav 3=148(LC 1), 2=314(LC 1), 4=92(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. 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 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 chord and any other members. vkjUs 5) Refer to girder(s) for truss to truss connections. %% "ice 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (it--lb),�` .••�G ENS... 3=105, 2=187.�i 34869 • .0 411'��, Julius Lee PE N04869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 22,2020 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 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 tmsses and truss systems, see ANSIffPl1 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 ' T22256627 1246_B EJ3 Monopitch 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 22 11:21:29 2020 Page 1 ID:UyCLZwZ4JTwk9yB1z1oERdz9?TU-Y53eBeO4zyXEEzZyaxF37tJo0V3_dRik8chWzCy6Qna -1-0-0 4-8-0 1.0-0 { 4-8-0 Scale = 1:12.2 51 I.DXtl S l r = ST1.5x8 STP = 4x4 = 4-8-0 2x4 11 4-8-0 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.04 2-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.21 Vert(CT) -0.04 2-4 >999 180 BCLL 0.0 Rep Stress ]nor YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=0-8-0, 2=0-8-0 Max Horz 2=11O(LC 9) Max Uplift 4=-149(LC 12), 2=-275(LC 12) Max Grav 4=174(LC 1), 2=297(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 34=-181/266 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. 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 4-6.4 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 chord live load nonconcurrent with any other live loads. ,,��1111 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 � o`tlU$ will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) % .•'� G E•N S ••. �I� 4=149, 2=275. �� : ' �' F 34869 r 'iaar �. O R 1 •. ONA' E ``%%' Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 22,2020 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 Mi rek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and 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 Truss Type Qty Ply T22256628 1246_B EJ4 Jack -Open 9 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 22 11:21:29 2020 Page 1 ID:UyCLZwZ4JTwk9yB1zloERdz9?TU-Y53eBeO4zyXEF77yaxF37tJpMV4vdRik8chWzCy6Qna -1-0-0 4-0-0 1-0-0 4-0-0 4x4 = STP = LOADING (psf) SPACING- 2-M CS1. DEFL. in (loc) Ildefl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.01 2-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.02 2.4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 nla nla BCDL 10.0 Cade FBC2020ITP12014 Matrix-P Weight: 14 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-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=97(LC 12) Max Uplift 3=-76(LC 12), 2=-175(LC 12) Max Grav 3=109(LC 17), 2=273(LC 1), 4=72(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; Exit 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;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer l 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 100 lb uplift at joint(s) 3 except (jt=lb) 2=175. %30us LFF #,.i 34869 • A p R X p R C����• it lot NAt 0% BillJulius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd., Tampa FL 33610 Date: December 22,2020 ® WARNING -Verify design pammeters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5N912020 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 ANSIITPI1 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 T22256629 1246_B EJ4A Jack -Open 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 4-0-0 2x4 = 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 22 11:21:30 2020 Page 1 I D:UyCLZwZ4JTwk9yB1 zl oERdz9?TU-Oldl O_PikFf5s6888em If4syVuQ8MuxuMGR3Wey6QnZ Scale = 1:11.1 �T1.5x8 STP = 4-0-0 4-M Plate Offsets (X,Y)— [1:0-2-14,0-0-101 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/de0 Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.01 1-3 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.02 1-3 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-M oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=72(LC 12) Max Uplift 1=-57(LC 12), 2=-95(LC 12) Max Grav 1=162(LC 1), 2=126(LC 1), 3=72(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown NOTES- 1) Wind: ASCE 7-16; Vuit=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 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 capable of withstanding 100 Ib uplift at joint(s) 1, 2. , 3LfIU$ �� , , plate • •' G E N 34869 � 40 lnnm� duius Lee PE No:34869 MITek USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 22,2020 ® 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 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 MOWis 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, OSS-89 and BCSI Building Component 6904 Parke East Blvd. Safety Intonation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22256630 1246_B EJ7 Jack -Open 12 1 Job Reference (optional) Builders FirslSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 22 11:21:31 2020 Page 1 ID:UyCLZwZ4JTwk9yB1zloERdz9?TU-UUBPcKQKVZoyTGjLiMHXCI01Ple?5LB1bwAd25y6QnY -1-0-0 7-0-0 1-0-0 7-0-0 ' 4x6 = ST1.5x8 STP = LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Ildefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.15 2.4 >517 240 TCDL 15.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.20 2.4 >399 180 BCLL NO Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH 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=207(LC 1). 2=400(LC 1). 4=125(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:16.9 n N PLATES GRIP MT20 244/190 Weight: 23 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-4 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. Il; 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 6-11-4 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 100 lb uplift at joint(s) except (jt=lb) 3=143,2=216. ,`�IIIIIII/�II�I 34869 Julius Lee PE No.34869 MITtik USA; Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 22,2020 A WARNING -Verify deign 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• .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 Welk' 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/7Pil 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 i Job Truss Truss Type Qty Ply T22256631 1246_B GR1 Hip Girder 1 Job Reference (optional) t3Ullaers t-Irstboufce (I ampa, FL), I ampa, FL - "5c$*04, 8.4"3u s NOV 3U ZUZU MI I eK Inauslnes, Inc. I ue Uec ZZ 11:"Z1:33 ZUZu Page 1 ID:UyCLZwZ4JTwk9yB1zloERdz9?TU-RtJg00Ra1A2fjatjpnJ?HjUOa6HaZ3jK3Efj6zy6QnW 1-0 7-0-0 13-10-1 20-9.15 27-8-0 34-NO 5-8- 0-0 7 6 6-10-1 6-11-13 6-10-1 7-0-0 -0-0 Scale = 1:62.9 4.00 12 7x8 = 2x4 II 5x6 = 3x4 = 3 15 16 17 4 18 1920 5 21 6 22 7-0-0 7x8 = 23 24 7 cu co cr co cn ou of oc ii o� rr 2x4 II 8x10 = 4x12 = 6x8 = 2x4 II N AN N IA 6 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-M Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2020/TP12014 CSI. TC 0.79 BC 0.81 WB 0.83 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/dell Lid 0.68 12-13 >602 240 -0.90 12-13 >451 180 0.13 8 rile n/a PLATES GRIP MT20 2441190 Weight: 393 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-6-10 oc purlins. 3-5,5-7: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-9-1 oc bracing. BOT CHORD 2x6 SP No.2 *Except* 11-13: 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=-1688(LC 8), 8=-1701(LC 8) Max Grav 2=2911(LC 1), 8=2911(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-8029/4566,34=-11505/6685,4-6=-11506/6686,6-7=-11549/6723,7-8=-8026/4604 BOT CHORD 2-14=422317535, 13-14=-4213/7499, 12-13=-6571/11546, 10-12=-4250/7497, 8-10=426017633 WEBS 3-14=-159/679,3-13=-2442/4312,4-13=-977/786,6-12=-1001/791,7-12=-2442/4360, 7-1 0=-1 56/672 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 Co. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 Co. 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. 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 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-" 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=lb) 2=1688, 8=1701. `,`���� )OUS• CIF'reo��i GlElli 34869 � n Julius Lee PE No.34889 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 22,2020 ;ontinued on page 2 ® 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 MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing MOW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22256631 1246_B GR1 Hip Girder 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564. 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 22 11:21:33 2020 Page 2 ID: UyCIZwZ4JTwk9yB1 zl oERdz9?TU-RtJ900Ra 1 A2fjatjpnJ?HjUOa6HaZ3jK3Efj6zy6Qn W NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 223 lb down and 260 lb up at 7-0-0, 106 Ito 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 Ito 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 Ito down and 134 lb up at 17-74, 106 lb down and 134 lb up at 19-7-4, 106 lb down and 134 lb up at 21-7-4, 106 lb down and 134 lb up at 23-74, and 106 Ito down and 134 lb up at 25-7-4, and 223 lb down and 260 lb up at 27.8-0 on top chord, and 296 lb down and 203 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 Ito 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 lb up at 17-0-12, 81 lb down and 20 lb up at 17-7-4, 81 Ito down and 20 Ito up at 19-7-4, 81 Ito down and 20 Ito up at 21-7-4, 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 203 lb up at 27-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-7=-70, 7-9=-70, 2-8=-20 Concentrated Loads (Ib) Vert: 3=-176(F) 7=-176(F) 14=-296(F) 10=-296(F) 15=-106(F) 16=-106(F) 17=-1 06(F) 18=-1 06(F) 19=-106(F) 20=-106(F) 21=-106(F) 22=-106(F) 23=-106(F) 24=-106(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) 34=-57(F) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Mt 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 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 ANSUTPH 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 T22256632 1246 B GR2 GABLE 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564. 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 22 11:21:37 2020 Page 1 ID:UyCLZwZ4JTwk9yB1zloERdz9?TU-JeYgsNU55PY5BBAV2cOxRZe6LjdQVulwzsdxGky6QnS r1-0-Q 4-0.0 6-10.4 9-1M 12.0-0 15-1-14 20-2-4 27-0-0 34$0 35-8-Q 1-0.0 4-0-0 2-10.4 2-104 2-3-8 3-1-14 5-0.6 6.10-0 7-7-12 1-0-0 Scale: 3/16'=1' 4x6 = 5x8 4.00 12 7 3x4 5x6 = 9 41 3x6 zZ 4x4 = 6 3 4 P3 10 11 1 2 9 r 12 13 I^ ST1.5x8 STP = 21 42 20 43 3x6 = 17 44 45 46 16 47 15 48 49 14 50 51 52 ST1.5x8 STP 3x4 = 3x10 = 19 18 = = 4x12 5x8 = 4x6 4x4 = 3x6 = 3x6 11 10-5-15 40-0 9-" 1 12-10- -1-141 20-24 27-0.4 348-0 1.0 zf-044 2-104 -7- 24.1 2-o-0 3a5 0-0 7a-tz 0-1-15 Plate Offsets (X,Y)- [12:0-3-10,Edgel, [23:0-1-8,0-1-01, [25:0-4-12,0-2-01 LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) I/deft Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.68 Vert(LL) 0.20 14-16 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.25 14-16 >927 180 BCLL 0.0 Rep Stress Incr NO WB 0.75 Horz(CT) 0.04 12 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 204 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-11 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-2-2 oc bracing. WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 23, 25, 26 OTHERS 2x4 SP No.3 REACTIONS. All bearings 5-0-0 except QtAength) 2=0-8-0, 12=0-8-0. (lb) - Max Horz 2=141(LC 7) Max Uplift All uplift 100 lb or less at joints) except 2=-347(LC 8), 19=-222(LC 8), 18=-1220(LC 8), 12=-701(LC 8) Max Grav All reactions 250 lb or less at joint(s) except 2=539(LC 17), 19=599(LC 17), 19=517(LC 1), 18=2040(LC 1).18=2040(LC 1),12=1040(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-834/459, 3-4=-538/297, 4-5=-538/297, 5-6=-476/878, 6-7=-429/897, 7-8=-513/366, 8-9=-532/349,9-11=-1625/957,11-12=-2154/1416 BOT CHORD 2-21=-369/736, 20-21=-365/728, 19-20=-548/410, 18-19=-8421575, 16-18=-806/543, 14-16=-1169/1886,12-14=-1250/1969 WEBS 5-19=-490/282,18-27=-1848/1147,7-27=-1848/1147,7-25=-1065/1799, 16-25=-1062/1771, 16-24=-260/29, 8-24=-260/29, 16-23=-1288/850, 9-23=-1294/841, 14-22=-109/433,9-22=-109/433,5-20=-656/1142,7-26=-2481359, 11-22=-467/464, 22-23=-285/290,23-24=-282/280,24-25=-258/255,25-27=-288/259 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); 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 ANSI/TPI 1. 4) Building Designer I Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 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 6t between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 347 Ito uplift at joint 2, 222 Ito uplift at joint 19, 1220 Ito uplift at joint 18 and 701 Ib uplift at joint 12. Continued on page 2 KICL 34869 XN eo Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 22,2020 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 MiTekO wnnectors. 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 chard 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 ANSIITP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Salefyinformafion available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22256632 1246 B GR2 GABLE 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 22 11:21:37 2020 Page 2 ID:UyCLZwZ4JTwk9yB1z1oERdz9?TU-JeYgsNU55PY5BBAV2cOxRZe6LjdQVulwzsdxGky6QnS NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 105 Ib down and 113 Ib up at 4-0-0, 70 Ib down and 80 Ib up at 4-7-11, 70 Ib down and 80 Ib up at 6-7-12, 21 Ib down and 18 Ib up at 8-7-12, 70 Ib down and 80 Ib up at 27-6-15, and 70 Ib down and 80 Ib up at 29-6-15, and 105 Ib down and 113 Ib up at 30-8-0 on top chord, and 39 Ib down and 73 Ib up at 4-0-0, 32 Ib down at 4-7-11, 32 Ib down at 6-7-12, 92 Ib down and 65 Ib up at 8-7-12, 80 Ib down and 91 Ib up at 16-6-5, 80 Ib down and 91 Ib up at 17-0-15, 80 Ib down and 91 Ib up at 19-6-15, 80 Ib down and 91 Ib up at 21-6-15, 80 Ib down and 91 Ib up at 23-6-15, 80 Ib down and 91 Ib up at 25-6-15, 32 Ib down at 27-6-15, and 32 Ib down at 29-6-15, and 39 Ib down and 73 Ib up at 30-8-0 on bottom 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). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-5=-70, 5-8=-70, 8-13=-70, 2-12=-20 Concentrated Loads (lb) Vert: 10=-30(B) 21=-12(B) 20=-16(B) 3=48(B) 4=-30(B) 11=48(B)38=-30(B) 41=-30(B) 42=-16(B) 43=-92(B) 44=-80(B) 45=-80(B) 46=-80(B) 47=-80(B) 48=-80(B) 49=-80(B) 50=-16(B) 51 =-16(B) 52=-12(B) A WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511912020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters show, 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 ahvays 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 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 T22256633 1246 B GR3 Half Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.43U s Nov 3U ZUZU nni I eK Inoustnes, Inc. I ue Liec ZZ I I:zl:3/ Zueu rage i ID:UyCLZwZ4JTwk9yB1zloERdz9?TU-JeYgsNU55PY5BBAV2cOxRZeCRjnbV3FwzsdxGky6QnS 3-10-8 4-8.4 3-10-8 0-9-12 2x4 = 3 2x4 11 Scale = 1:11.0 ST1.5x8 STP = P.&B STP = 2-6-8 4-84 2-6-8 2-1-12 Plate Offsets (X Y)— i1:0-2-2 0-0-6) JX4 — LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SPACING- 2-0-0 CSI. Plate Grip DOL 1.25 TC 0.29 Lumber DOL 1.25 BC 0.29 Rep Stress Incr NO WB 0.03 Code FBC2020PfP12014 Matrix-P REACTIONS. (size) 1=0-8-0, 4=0-4-0 Max Horz 1=90(LC 5) Max Uplift 1=-172(LC 8), 4=-314(LC 8) Max Grav 1=193(LC 1). 4=301(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. DEFL. in (loc) I/def) Ltd PLATES GRIP Vert(LL) 0.05 14 >999 240 MT20 2441190 Vert(CT) -0.05 1-4 >999 180 Horz(CT) -0.00 4 file We Weight: 18 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-84 oc purlins, except end verticals. 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); 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 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-8-0 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 172 lb uplift at joint 1 and 314 lb uplift at joint 4. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 94 lb down and 117 lb up at 4-6-8 on top chord, and 56 lb down and 74 lb up at 3-10-8 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: 1-2=-70, 2-3=-70, 1-4=-20 Concentrated Loads (lb) Vert: 3=-94(F) 5=-21(F) "&lust �F��i�♦♦. i No 34869 � r r : 44 • �♦ Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 22,2020 A WARNING - Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-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 tmss 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 ANS17TP11 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 T22256634 1246_B H1 Hip 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 22 11:21:39 2020 Page 1 ID:UyCLZwZ4JTwk9yB1zloERdz9?TU-F1gQH3WLcOopRVKtA1QPX-jSgWL8zcdDRA62Kdy6QnQ 1-0 4-10-14 13-2-0 21-6-0 29-9-2 34-8-0 5-8- -0- 4-10-14 8-3-2 8-4-0 8-3-2 4-10-14 -0-0 Scale = 1:62.9 5x6 = 4.00 12 3x4 = 5x6 WB = 3x4 = 5x6 = 5 19 6 20 7 8 ST1.5x8 STP = 16 15 14 13 12 ST1.5x8 STP = 3x8 = 3x8 = LOADING (psf) SPACING- 2-M TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020ITP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 4-6,6-8: 2x4 SP M 31 BOT CHORD 2x4 SP No.1 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 11) Max Uplift 2=765(LC 12), 10=-765(LC 12) Max Grav 2=1623(LC 1), 10=1623(LC 1) 4x10 MT20HS = 3x4 = 4x10 MT20HS = 3x8 = 3x8 = CSI. DEFL. in (loc) Ildefl L/d PLATES GRIP TC 0.62 Vert(LL) 0.40 14 >999 240 MT20 244/190 BC 0.80 Vert(CT) -0.70 14-16 >583 180 MT20HS 1871143 WB 0.61 Horz(CT) 0.19 10 n/a nla Matrix-SH Weight: 160 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-6-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-11-1 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3872/2578,34=-3526/2277,4-5=-3254/2188,5-7=-4194/2736,7-8=-3254/2188, 8-9=-3526/2277,9-10=-3872/2578 BOT CHORD 2-16=-2349/3591, 14-16=-2535/4081, 12-14=-2540/4081, 10-12=-2344/3591 WEBS 3-16=-326/408,4-16=-494/877, 8-12=-494/877,9-12=-327/408,5-16=-1098/757, 5-14=-1/281, 7-14=-1/281, 7-12=-1098/757 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 Extericr(2E) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 9-0-0, Exterior(2R) 9-0-0 to 13-11-0, Interior(l) 13-11-6 to 25-8-0, Exterior(2R) 25-M to 30-7-6, Intertor(1) 30-7-6 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) 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-M 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 765 lb uplift at joint 2 and 765 lb uplift at joint 10. ,)UUS. t j GENg �� No 34869 �i� pRIOP �N���� Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 22,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 M. 5I19I2020 BEFORE USE. �'" Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSB-89 and BCSI Building Component 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 T22256635 1246_B H2 Hip 1 1 Job Reference (optional) tsunaers virsfbource t i ampa, t-L/, I ampa, t-L - da5e4, 6 .4Su s Nov 3u zuzu mi I eK mausmes, Inc. I us uec Zz T1:zl:4u zuzu rage 1 ID:UyCLZwZ4JTwk9yB1zloERdz9?TU-jDEpVPXzNKwg2fv3klxe3BGY3wdZiKiMggsbs3y60nP 1-0 5-10.14 11-0-0 17.4.0 23-8-0 28-9-2 34-8-0 5-8- -0- 5-10-14 11-2 6.4-0 6-4-0 5-1-2 5-10-14 -0 Scale = 1:62.9 5x6 = 2x4 II 4.00 12 4 18 19 5 20 21 5x6 = 6 ST1.5x8 STP = 16 15 14 13 12 11 10 ST1.5x8 STP = 3x8 = 2x4 II 3x4 = 46 — 3x8 = 4x6 — 3x4 = 2x4 II 3xB = Plate Offsets (X,Y)— [2:0-0-6,Edge], [8:0-0$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 0.90 Vert(LL) 0.38 13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.65 11-13 >624 180 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(CT) 0.19 8 n/a n/a BCDL 10.0 Code FBC202OfTP12014 Matrix-SH Weight: 164 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=110(LC 11) Max Uplift 2=-765(LC 12), 8=-765(LC 12) Max Grav 2=1623(LC 1), 8=1623(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3895/2544, 3-4=-3290/2198, 4-5=-3583/2471, 5.6=-3583/2471, 6-7=-3290/2198, 7-8=-3895/2545 BOT CHORD 2-16=-2313/3607, 15-16=-2313/3607, 13-15=-1850/3051, 11-13=-1845/3051, 10-11=-2307/3607,8-10=-2307/3607 WEBS 3-15=-595/492, 4-15=-161/403, 4-13=414/756, 5-13=-499/451, 6-13=4141756. 6-11 =-1 61/403, 7-11=-595/492 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=3511; 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 11-0-0, Exterior(2R) 11-0-0 to 15-11.6, 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-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 3-6-0 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 8. ♦♦��,`J�31.W S, • No 34869 .n Julius Lee PE No.34869 MIT& USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 22,2020 A WARNING- Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511912020 BEFORE USE Design valid for use only with MiTekOO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22256636 1246_13 H3 Hip 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 22 11:21:412020 Page 1 ID:UyCLZwZ4JTwkgyBlzloERdz9?TU-CPoBilXb8e2XgpUGHSStcPpk8K1URkSVuUb8PWy6QnO 6-10-14 13.1 17-4-0 21-8-0 27-9-2 34-8-0 35-8-q -0- 6-10-14 ' 6-1-2 4-4-0 114-0 6-1-2 6-10-14 4.00 F12 US = 5x6 = 4 17 18 19 20 5 Scale = 1:62.9 ST1.5x8 STP = 14 13 '- 11 ' 9 ST1.5x8 STP = 4x6 = 2x4 11 4x6 = 3x4 = US = 20 11 5x6 = 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 4x6 = LOADING (psf) SPACING- 2-M CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.30 11-13 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.63 11-13 >652 180 BCLL 0.0 Rep Stress [nor YES WB 0.59 Horz(CT) 0.16 7 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 166 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-0-13 oc purlins. 4-5: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-0-11 oc bracing. BOT CHORD 2x4 SP No.1 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 10) Max Uplift 2=765(LC 12), 7=-765(LC 12) Max Grav 2=1623(LC 1). 7=1623(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-0=-3855/2518, 3-4=-3090/2093, 4-5=-2858/2057, 5-0=-3092/2094, 6-7=-3855/2518 BOT CHORD 2-14=-2278/3566,13-14=-2278/3566,11-13=-1726/2856,9-11=-2274/3565, 7-9=-2274/3565 WEBS 3-13=-760/587,4-13=-168/522, 5-11 =-1 60/522. 6-11=-758/586 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) -1-" to 2-6-0, Interior(1) 2-6-0 to 13-0-0, Exterior(2R) 13-0-0 to 17-11.6, 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-" 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-" 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. so-lus� LF��i���. No 34869 � � r r � Julius Lee PE No:34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 22,2020 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 511=020 BEFORE USE. Design valid for use only with MiTek@ connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANSUTPII 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 T22256637 1246_B H4 Hip 1 1 Jab Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 22 11:21:43 2020 Page 1 ID:UyCLZwZ4JTwk9yB1zloERdz9?TU-8owx7RZsgFIFv6eePtVLhqu2M8glvhXoMo4FTOy6QnM 11-0-Q 7-10-14 15-0-0 19-8-0 26-9-2 34-8-0 35-8-0 -0- 7-10-14 7-1-2 4-8-0 7-1-2 7-10-14 1 -04 w 6 4.00 12 5x6 = 5x6 = Scale: 3/16'=l' ST1.5x8 STP = 16 1. 14 13 " 11 ST1.5x8 STP = 46 = 2x4 II LOADING (psi) SPACING- 2-M TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 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* 5-0: 2x6 SP No.2, 1-4,7-10: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=145(LC 11) Max Uplift 2=-765(LC 12). 9=-765(LC 12) Max Grav 2=1775(LC 17), 9=1775(LC 18) 4x10 MT20HS = 3x4 = 3x4 = 4x10 MT20HS = 2x4 11 4x6 = CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.97 Vert(LL) -0.46 14-16 >883 240 MT20 244/190 BC 0.91 Vert(CT) -0.7514-16 >544 180 MT20HS 187/143 WB 0.36 Horz(CT) 0.18 9 n/a n/a Matrix-SH Weight: 155 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc 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=-4200/2491, 3-5=-3119/1929, 5-6=-2874/1903, 6-8=-3118/1944, 8-9=4201/2413 BOT CHORD 2-16=-2246/4001,14-16=-2246/4001,13-14=-1528/2870,11-13=-2168/3892, 9-11=-2168/3892 WEBS 3-16=0/323, 3-14=-1210/763, 5-14=-233/617, 6-13=-231/617, 8-13=-1211/767, 8-11=0/323 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 15-0-0, Exterior(2E) 15-0-0 to 19-8-0, Exterior(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) 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.M 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 765 lb uplift at joint 2 and 765 lb uplift at joint 9. ,3LIus .� G E.N s,• �i10 34869 • ���/11111111�, Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 22,2020 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 Mi ek0 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 Truss Type Qty Ply T22256638 1246_B H5 Hip 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 22 11:21:44 2020 Page 1 ID:UyCLZwZ4JTwk9yB1zloERdz9?TU-c_TJKnaURZQ6XGDrzaOaE1RGkX2Ge3ByaSgp?gy6QnL t1-0-0 6-3-13 11-9-15 17-0-0 17-8V 22-10-1 28-4-3 34-8-0 -0- 6-3-13 5-6-1 5-2-1 -8- 5-2-1 5-6-1 6-3-13 -0- 4.00 12 Scale: 3/16'=1' 5x6 = 5x6 = 6 7 3x8 — 3x4 = 4x6 = 3x4 = 4x6 = 3x4 = 3x8 — 3x4 = 9-0-14 17-0-0 1 -8 0 25-7-2 34-8-0 9-0-14 7-11-2 -8- 7-11-2 9-0-14 Plate Offsets (X,Y)— f2:0-4-0 Edge] It 1:0-4-0,Edge] LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/defi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.31 16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.56 16-18 >731 180 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(CT) 0.16 11 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-SH Weight: 168 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 6-7: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-1-13 oc bracing. BOT CHORD 2x4 SP No.1 'Except' 14-17: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=163(LC 11) Max Uplift 2=-765(LC 12), 11=-765(LC 12) Max Grav 2=1623(LC 1). 11=1623(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3841/2413, 3-5=-3475/2211, 5-6=-2510/1706, 6-7=-2313/1669, 7-8=-2510/1718, 8-1 0=-3475/2199, 10-11 =-3841/2402 BOT CHORD 2-18=-2183/3558, 16-18=-1756/2949, 15-16=-1250/2313, 13-15=-1740/2949, 11-13=-2168/3558 WEBS 8-15=-825/634,8-13=-214/556, 10-13=-406/382,5-16=-825/634,5-18=-214/556, 3-18=-406/382, 6-16=-359/573, 7-15=-359/573 NOTES- ,,`��11111/111��, ,�� v`� is F �j� 1) Unbalanced roof live loads have been considered for this design. ,�� • •. °•. 2) Wind: ASCE 7-16: VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCID L=3.0psf; h=15ft; B=45ft; L=35ft; eave=5ft; Cat..•°�Cr E N S •• 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) ,� V F �� 17-0-0 to 17-8-0, Exterior(2R) 17-8-0 to 22-10-1, Interior(1) 22-10-1 to 35-8-0 zone; cantilever left and right exposed ; end vertical left 34869 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. b 4) Provide adequate drainage to prevent water ponding. This has been designed fora 10.0 bottom live load live loads. r + .0 5) truss psf chord nonconcurrent with any other 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide .0� O '. �i Q:� will fit between the bottom chord and any other members. ° O f3 1 Q ��,�� 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 765 lb uplift at joint 2 and 765 Ito uplift at joint 11. • �j�sl •, •. �,� opi �1III II Julius Lee PE No.34860 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 22,2020 A WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511912020 BEFORE USE. OF Design valid for use only with MiTekOa 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 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 ANSIM11 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 T22256639 1246_B H6 Hip 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 22 11:21:46 2020 Page 1 ID:UyCLZwZ4JTwk9yB1zloERdz9?TU-YNb4lSbkzAgpnaMD4?22JSWcKLjl6_1F2mJv4jy6QnJ 11-0-0 6-3-13 1119-15 16-1%1 17-9-g 22-1%1 28-4-3 34-8-0 35-8-0 i-0-d 6-3-13 5-6-1 5-0-9 -11- 5-0-9 5-6-1 6-3-13 0- 4.00 12 5x6 = 5x6 = 6 7 Scale: 3/16-=1' ST1.5x8 STP = "' 16 15 " "' ST1.5x8 STP = 3x8 = 3x4 = 4x6 = LOADING (psD SPACING- 2-M TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TP(2014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 6-7: 2x6 SP No.2 BOT CHORD 2x4 SP No.1 'Except* 14-17: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=162(LC 11) Max Uplift 2=-765(LC 12). 11=-765(LC 12) Max Grav 2=1623(LC 1), 11=1623(LC 1) 3x4 = 3x4 = 4x6 = 3x4 = 25-7-2 3x8 = CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.79 Vert(LL) 0.31 16 >999 240 MT20 2441190 BC 0.80 Vert(CT) -0.56 16-18 >735 180 WB 0.63 Horz(CT) 0.16 11 n/a n/a Matrix-SH Weight: 168 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-1-12 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3841/2417,3-5=-3475/2214,5-6=-2524/1718,6-7=-2327/1680,7-8=-2524/1730, 8-1 0=-3475/2199, 10-11 =-3841/2402 BOT CHORD 2-18=-2187/3559, 16-18=-175712948, 15-16=-1264/2327. 13-15=-1738/2948, 11-13=-2168/3559 WEBS 8-15=-817/624, 8-13=-216/556, 10-13=-406/383, 5-16=-817/624, 5-18=-215/556, 3-18=-406/384, 6-16=-356/573,7-15=-355/573 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 16-10-8, Exterior(2E) 16-10-8 to 17-9-8, Exterior(2R) 17-9-8 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 chard 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. �VLIUS.EN 34869 Z 0�. Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Pafke East Blvd. Tampa FL 33610 Date: December 22,2020 ® 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 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 Welk' 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 ,y'�'y fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS1771`11 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 T22256640 1246_B H7 Hip 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 2211:21:48 2020 Page 1 ID:UyCLZwZ4JTwk9yB1z1oERdz9?TU-UljgA8d_VnxXOIWcCQ4WOlbwN9NXaywXV4oO8cy6QnH 11-0� 7-10-2 14-10-8 19-9-8 2%1 14 34-8-0 35-8-0 i-0-d 7-10-2 7-M 4-11-0 7-0 6 7-10-2 -04 ST1.5x8 STP = 4x6 = LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 16 2x4 11 SPACING- 2-M Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 5-6: 2x6 SP No.2, 1-4,7-10: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=-144(LC 10) Max Uplift 2=-765(LC 12), 9=-765(LC 12) Max Grav 2=1777(LC 17), 9=1777(LC 18) 4.00 12 5x6 = 14 400 MT20HS = 3x4 = 5x6 = 13 11 3x4 = 4x10 MT20HS = 2x4 11 Scale: 3/16-=1' 'ST1.5x8 STP = 4x6 = CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TC 0.95 Vert(LL) -0.48 14-16 >848 240 MT20 2441190 BC 0.91 Vert(CT) -0.77 14-16 >532 180 MT20HS 187/143 WB 0.35 Horz(CT) 0.18 9 n/a n/a Matrix-SH Weight: 155 lb FT = 20% BRACING - TOP CHORD Structural woad sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-0-4 oc bracing. WEBS 1 Row at midpt 3-14. 8-13 FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4212/2501, 3-5=-3143/1944, 5-6=-2898/1917, 6-8=-314311959, 8-9=-4212/2418 BOT CHORD 2-16=-2256/4011, 14-16=-2256/4011, 13-14=-1545/2894, 11-13=-2174/3903, 9-11=-2174/3903 WEBS 3-16=01318,3-14=-1195/755,5-14=-229/618,6-13=-227/618,8-13=-1196/760. 8-11=0/318 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2 Wind: ASCE 7-16; Vult=160m h (3-secondgust) Vasd=124m h• TCDL=4.2 sf• BCDL=3.0psf,• h=15 ; B=45ft; L=35ft; eav = Sft, 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 14-10-8, Exterior(2E) 14-10-8 to 19-9-8, Exterior(2R) 19-9-8 to 24-8-14, Interior(1) 24-8-14 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) 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 6t 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 765 lb uplift at joint 2 and 765 lb uplift at joint 9. ♦♦,`III1111/1//��,, ♦� G EIV 34869 f -741 ,, ,OIN AI � ,C? ♦� Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 69D4 Parke East Blvd, Tampa FL 3361D Date: December 22,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5110/2020 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 properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22256641 1246_B H8 Hip 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 22 11:21:49 2020 Page 1 ID:UyCLZwZ4JTwk9yB1zloERdz9?TU-zyHCNUedG530el5ol8clx486DYmOJMghkkXZh2y6QnG 1-0 6-10-2 12-10-8 17-4-0 21-9-8 27-9-14 34-8-0 35-8 06-10-2 6-0-6 4-5-8 4-5-8 6-0-6 6-10-2 -0 Scale = 1:62.9 4.00 12 6xB = 5x6 = 4 17 18 19 20 5 3xB = 2x4 II 4x6 = 3x8 = 2x4 II 3x8 = LOADING (psi) SPACING- 2-M TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress ]nor YES BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 4-5: 2x6 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=126(LC 11) Max Uplift 2=-765(LC 12), 7=-765(LC 12) Max Grav 2=1623(LC 1), 7=1623(LC 1) 3x4 = 5x6 = CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.88 Vert(LL) 0.3011-13 >999 240 MT20 2441190 BC 0.74 Vert(CT) -0.66 11-13 >623 180 WB 0.56 Horz(CT) 0.16 7 n/a n/a Matrix-SH Weight: 166 lb FT = 20% BRACING - TOP CHORD Structural woad sheathing directly applied or 2-1-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-0-12 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=-3857/2519, 3-4=-3109/2102, 4-5=-2877/2065, 5-6=-3110/2102, 6-7=-3856/2519 BOT CHORD 2-14=-2280/3567, 13-14=-2280/3567, 11-13=-1737/2875, 9-11=-2275/3567, 7-9=-2275/3567 WEBS 3-13=-741/577,4-13=-164/524,5-11=-155/524. 6-11=-739/576 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-M to 2-6-0, Interior(1) 2-6-0 to 12-10-8, Exterior(2R) 12-10-8 to 17-9-14, Interior(1) 174z9-14 to 21-9-8, Exterior(2R) 21-9-8 to 26-8-14, Interior(1) 26-8-14 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 3.8-0 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 7. 3`1US No 34869 i • *•<0R10P�1��`• Julius Lee PE No.34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 22,2020 A 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 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 ANS17rPH 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 T22256642 1246_B HA Diagonal Hip Girder 2 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 1-5-0 3x4 = ST1.5xB STP = 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 22 11:21:50 2020 Page 1 ID:UyCLZwZ4JTwk9yB1zloERdz9?TU-R8rbbgeFIPBFFBg_Jr7_TlhLy6t2uBgzOH7DUy6QnF 9-10-1 Lx4 Scale = 1:21.2 5-3-15 7-3-15 9-10-1 5-3-15 2 0_ 2-6-1 Plate Offsets (X,Y)— [2:0-4-11,Edge] LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.26 6-7 >435 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.35 6-7 >325 180 BCLL 0.0 Rep Stress Incr NO WB 0.24 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 37 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-3 oc purlins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 8-7-7 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=-130(LC 8). 2=416(LC 8), 5=-159(LC 8) Max Grav 4=179(LC 1), 2=538(LC 1), 5=308(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1017/603 BOT CHORD 2-7=-6681935, 6-7=-668/935 WEBS 3-7=-324/548, 3-6=-11201799 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. 11; 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. ,o�,� j S �� 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. %% •.Ci ••. ♦i♦ 4) *This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-8-0 tall by 2-0-0 wide ,�� . E N S F �'. �♦ will fit between the bottom chord and any other members. �� 5) Refer to girder(s) for truss to truss connections. op 34869 • •�• 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 130 lb uplift at joint 4, 416 lb uplift at * :� * i, joint 2 and 159 lb uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 54 lb up at 4-2-15, 54 lb up at "� 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 34 lb up at 1-4-15, 34 lb 1-4-15, 47 lb 4-2-15, 47 lb up at 4-2-15, and 36 lb down at 7-0-14, and 36 lb down at 7-0-14 on bottom chord. The Q �% •• �(/ up at up at designiselection 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). dO ♦ •. Q Q;`� • 0 R , ��,� Sl)/ •�•��•���\ �>•` LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25{{,{�� Uniform Loads (plf) Vert: 14=-70, 2-5=-20 Julius Lee PE No.34869 Concentrated Loads (lb) MITek USA, Inc. FL Cert 6634 Vert: 6=-36(F=-18, B=-18) 9=-75(F=-38, B=-38) 10=58(F=29, B=29) 6904 Parke East Blvd. Tempa FL 33610 Date: December 22,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE ' Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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/rPH 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 T22256643 1246_B HJ2 Diagonal Hip Girder 2 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33554, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 22 11:21:51 2020 Page 1 ID: UyCLZwZ4JTwk9yB1 zl oERdz9?TU-vKPzoAftoiJ6tLFBtzeDOVDXMMZmnO8_B20glwy6QnE -1-5-0 5-7-2 1-5 0 ` 5-7-2 Scale = 1:13.6 2.83 12 5 2 N 1 4° 6 7 4 3x4 = ST1.5xB STP = 5-7-2 5-7-2 Plate Offsets KY)— 12:0-4-11,0-0-11 LOADING (psf) SPACING- 2-M CSf. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.05 2-0 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.30 Vert(CT) -0.07 24 >936 180 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 Weight: 19 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc puffins. 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=96(LC 8) Max Uplift 3=-108(LC 8), 2=-290(LC 8), 4=-61(LC 4) Max Grav 3=161(LC 1). 2=331(LC 1), 4=95(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. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical (eft 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 truss to bearing 108 lb 3, 290 lb `�� vL�Us �F I�� F mechanical connection (by others) of plate capable of withstanding uplift at joint uplift at �� •.. ." •• � joint 2 and 61 lb uplift at joint 4. ,�� .••\G E N S i� �•••. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 54 lb up at 4-2-15, and 54 lb up �� V �� at 4-2-15 on top chord, and 34 lb up at 1-4-15. 34 lb up at 14-15, and 2 lb down and 47 lb up at 4-2-15, and 2 lb down and 47 lb No 34869 �. up 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 IF 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 do • Uniform Loads (plf) do�/ Vert: 1-3=-70, 2-4=-20 �..•. Q` •� (O Concentrated � ,Q•�`` Vert: 6=58(F 29, B=29) 7=-2(F=-1, B=-1) ANAL ,148011111110% Julius Lee PE No.34869 MITdk USA, Inc. R- Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 22,2020 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 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 WOWis 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 ANSMil Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety/nformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22256644 1246_B HJ3 Diagonal Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564. 1-5-0 3x4 = ST1.5XB STP = LOADING (psf) SPACING- 2-M TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Harz 2=96(LC 8) Max Uplift 3=-107(LC 8), 2=-388(LC 8), 4=-156(LC 8) Max Grav 3=161(LC 1), 2=331(LC 1), 4=92(LC 3) 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 22 11:21:512020 Page 1 ID:UyCLZwZ4JTwk9yB1 zl oERdz9?TU-vKPzoAftoiJ6lLFBtZeDOVDXMMXCnO8_B20glwy6QnE 5-7-2 Scale = 1:13.2 2.83 FIT CSI, DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.52 Vert(LL) 0.13 2.4 >488 240 MT20 244/190 BC 0.40 Vert(CT) 0.12 24 >509 180 WB 0.00 Horz(CT) -0.00 3 n/a n/a Matrix-P Weight: 19 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 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; porch left 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-M 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 Ib uplift at joint 3, 388 lb uplift at joint 2 and 156 lb uplift at joint 4. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 45 Ito up at 4-2-15, and 45 lb up at 4-2-15 on top chord, and 32 lb down and 35 lb up at 1-4-15, 32 lb down and 35 lb up at 1-4-15, and 44 lb up at 4-2-15, and 44 lb up 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=-70, 2.4=-20 Concentrated Loads (lb) Vert: 6=58(F=29, B=29) S� GEAt .0 34869 It r r � � 0�. � 0 R \ 10 '' 0:-� ,s,,,ON III"S %4, Julius Lee PE No.34869 MITdk USA; Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 22,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI I-7473 rev. 511012020 BEFORE USE. �� Design valid for use only with MiTekOO 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 ANSV7PI1 Qualify 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 T22256645 1246_B HJ4 Roof Special Girder 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ST1.5x8 STP = 3x4 = LOADING (psf) SPACING- 2-M CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 TCDL 15.0 Lumber DOL 1.25 BC 0.59 BCLL 0.0 Rep Stress Incr NO WB 0.00 BCDL 10.0 Code FBC2020/TP12014 Matrix-P 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 22 11:21:52 2020 Page 1 ID:UyCL7wZ4JTwk9yB1zloERdz9?TU-NXyLOWgVZORzVVgNRG9SYjmfUmpXWrO7QhmEHNy6QnD 6-5-11 6-5-11 Scale = 1:15.2 2x4 11 3 2.83 12 ST1.5x8 STP = 2x4 II 6-5-5 6- 11 6-5-5 0 6 DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) 0.23 2-4 >309 240 MT20 244/190 Vert(CT) 0.22 2.4 >326 180 Horz(CT) -0.00 4 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 4=0-8-0, 2=0-8-0 Max Horz 2=101(LC 7) Max Uplift 4=-279(LC 8), 2=-433(LC 8) Max Grav 4=242(LC 1), 2=363(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Weight: 24 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; 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; porch left 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-" tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 279 lb uplift at joint 4 and 433 Ito uplift at joint 2. 6) 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 Ito up at 4-2-15 on top chord, and 32 lb down and 35 lb up at 1-4-15, 32 Ito down and 35 Ito up at 1-4-15, and 44 Ib up at 4-2-15, and 44 Ito up at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 2-4=-20 Concentrated Loads (lb) Vert: 6=58(F=29, B=29) ♦���� , 3uus No 34869 .ice •.<pR�OP ss��NA1.E��`♦ /11111111 Jullus Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 22,2020 ® WARNING- Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511012020 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 inccrpgrate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 quality Criteria, DSB-89 and 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 T22256646 1246_B T1 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 22 11:21:53 2020 Page 1 ID:UyCLZwZ4JTwkgyBlzloERdz9?TU-rjWjDsh7JKZg6fPZ_zgh5wJoCA5UF8iGfLVngpy6QnC i1-0-0 5-15-10-2 10-1%1 16-7-0 20-2-4 27-0-4 34-8-0 35-8-0 0-2 5-0-6 5-8-8 3-7-4 6-10-0 7-7-12 1-0-0 5x6 = Svr. = 46 11 3x8 = 2x4 II 3x4 = 4x6 = 5x8 = 4x6 = 30 = 4x6 = LOADING (psf) SPACING- 2-M TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.1 'Except' 1-4,5-6: 2x4 SP No.2 BOT CHORD 2x4 SP No.1 'Except* 12-14: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-M Max Horz 2=-141(LC 10) Max Uplift 2=-765(LC 12), 9=-765(LC 12) Max Grav 2=1623(LC 1). 9=1623(LC 1) Scale: 3/16'=1' CSI. DEFL. in (loc) I/de0 L/d PLATES GRIP TC 0.88 Vert(LL) 0.36 13 >999 240 MT20 244/190 BC 0.86 Vert(CT) -0.64 11-13 >633 180 WB 0.70 Horz(CT) 0.16 9 n/a n/a Matrix-SH Weight: 162 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-1-3 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3897/2460,3.4=-3303/2153,4-5=-3577/2403,5.6=-3743/2530,6-8=-3483/2268, 8-9=-380212401 BOT CHORD 2-1 6=-2244/3609,15-16=-2244/3609, 13-15=-1830/3065, 11-13=-1497/2598, 9-11=-2159/3517 WEBS 3-15=-591/440,4-15=-1451377,4-13=-375/60415-13=-1475/1079,6-13=-1038/1586, 6-1 1=-510/888, 8-1 1=-511/494 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 10-10-8, Exterior(2R) 10-10-8 to 14-4-8, Interior(1) 14-0-8 to 20-2-4, Exterior(2R) 20-2-4 to 23-8-4, Interior(1) 23-84 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 9. ,�/11111111/II�I US. OFF i��i .� G E M 3 34869 Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 22,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek@ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord membersonly. 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/17Pl1 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 T22256647 1246_B T2 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 22 11:21:55 2020 Page 1 ID:UyCLZwZ4JTwkgyBlzloERdz9?TU-n6eUeXiOrxpYMyYy6OjgAL07gzoJj4yZ6f uuiy6QnA 11-0� 4-10-2 8� 14-7-0 20-2� 27-0.4 34-8-0 -0 4-10-2 4-0-6 5-8-8 5-7 4 6-10-0 7-7-12 0 46 = 3x8 = 3x4 = 4x6 = 3x4 = 3xB = 5x6 = 2x4 II 4x6 = Offsets LOADING (psi) SPACING- 2-M TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 4-5,7-10: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=-141(LC 10) Max Uplift 2=-765(LC 12), 9=-765(LC 12) Max Grav 2=1623(LC 1), 9=1623(LC 1) Scale: 3/16'=l' CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.88 Vert(LL) 0.3913-14 >999 240 MT20 244/190 BC 0.77 Vert(CT)-0.6713-14 >604 180 WB 0.52 Horz(CT) 0.18 9 rile n/a Matrix-SH Weight: 162 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 3-11-5 oc bracing. WEBS 1 Row at midpt 5-13, 8-13 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3859/2507, 3-4=-3547/2266, 4-5=4224/2789, 5-6=-2835/1885, 6-8=-2860/1869, 8-9=-3829/2377 BOT CHORD 2-16=-2292/3578, 14-16=-1975/3310, 13-14=-2569/4244, 11-13=-2135/3539, 9-11=-2135/3539 WEBS 3-16=-295/336, 4-16=-80/355, 4-14=-677/1038, 5-14=-007/358, 5-13=-1826/1243, 6-13=-792/1340,8-13=-1006/696, 8-11=0/304 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 8-10-8, Exterior(2R) 8-10-8 to 12-4-8, Interior(1) 12-4-8 to 20-2-4, Exterior(2R) 20-2-4 to 23-8-4, Interior(1) 23-8-4 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 3-6-0 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 9. ,�111111111/��,I `,������vL1US• CF����,♦i No 34869 * r ONAL r Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 22,2020 A WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek@ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11rP11 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 T22256648 1246_B T3 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 22 11:21:57 2020 Page 1 ID:UyCLZwZ4JTwk9yB1zloERdz9?TU-kUmE3DkeNY3GbGiLDpldFmTUvnSbBt_sazT?zay6On8 1-0 6-10-8 12-7-0 1 20-2-4 27-0-4 34-8-0 $5-8-0 -0- 6-10-8 5-8-8 7-7-4 6-10-0 7-7-12 -0 Style: 3/16'=1' 5x6 = ST1.5xB STP = 15 14 '- 12 10 ST1.5x8 STP = 3x8 = 2x4 11 400 MT20HS = 300 = 5x6 = 2x4 11 4x4 = 3x8 = 6-10-8 12-7-0 20-2-4 27-0.4 34-8-0 6-16-8 5-8-8 7-7d 6-10-0 7-7-12 Plate Offsets (X,Y)— [2:0-0-6,Edgel, 18:0-0-2,Edgej LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.47 12-14 >863 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.84 12-14 >485 180 MT20HS 1871143 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(CT) 0.19 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 156 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except- TOP CHORD Structural wood sheathing directly applied. 5-6: 2x4 SP No.2, 6-9: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 3-5-11 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 1 Row at midpt 4-12 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=141(LC 10) Max Uplift 2=765(LC 12), 8=-765(LC 12) Max Grav 2=1623(LC 1), 8=1623(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3837/2392,3-4=-5153/3325,4-5=-2878/1866,5-7=-287811867,7-8=-382012361 BOT CHORD 2-15=-2150/3542, 14-15=-2150/3532, 12-14=-3162/5189, 10-12=-2120/3530, 8-10=-2120/3530 WEBS 3-15=-5/261,3-14=-1090/1756,4-14=-571/482,4-12=-2651/1753,5-12=-718/1273, 7-12=-987/678, 7-10=0/290 NOTES- 1) Unbalanced roof live loads have been considered for this design. ♦tttlo ��1/��� �I�� 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 C-C Exterior(2E) to 2-6-0, Interior(1) 2-6-0 to 6-10-8, Exterior(2R) ♦�♦♦ �rLfjUs �� I� (directional) and -1-0-0 ,� .., • �i� 6-10-8 to 10-4-8, Interior(1) 104-8 to 20-24, Exterior(2R) 20-2-4 to 23-8-4, Interior(1) 23.84 to 35-M zone; cantilever left and right ,�� .•'�G E N S'• V F•••. �00 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 34869 = * : • �� * =, to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All are MT20 unless otherwise indicated. plates plates 6) This truss has been designed fora 10.0 bottom live load live loads. 40 psf chord nonconcurrent with any other 7) ' This has for live load 20.Opsf bottom in 4. O •'. �/ truss been designed a of on the chord all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. �i�;<� 8) Provide mechanical connection (by others) of truss to bearing capable of withstanding 765 lb uplift at joint 2 and 765 lb uplift at R , �j' plate joint 8. . . lii ��IVA�-`G`♦♦ "48011111ittt♦ Julius Lee IRE No.34869 MiTek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tafnpa FL 33610 Date: December 22,2020 ®WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIIr7473 rev. 5119/2020 BEFORE USE. ' Design valid for use only with MiTek® 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 property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and 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 T22256649 1246_B T4 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 22 11:21:58 2020 Page 1 ID:UyCLZwZ4JTwk9yB1zloERdz9?TU-ChKCGZkGBsB6DQHXnXGSo-OepBoRwOZOodDYVOy6Qn7 1-11 -10 10-7-0 13-4-4 20-2-4 27-0-4 34-8-0 5-8- 1 001 410-8-8 5-8-8 2-9-4 6-10-0 6-10-0 7-7-12 -0- Scale: 3/16'=1' 4x6 = 22 23 3x6 4.00 12 4x10 MT20HS = 4x4 7 3x4 5x6 = 5 8 3 19 21 18 24 r N 1 2 9 70 I, ST1.5x8 STP = 17 16 1514 13 12 11 ST1.5x8 STP = 3x8 = 2x4 II 3x10 = 6x12 MT20HS = 3x10 = 5x6 = 20 II 3x6 = 1-1 0-8 10-7-0 134 4 20-2-4 27-0-4 34-8-0 4-10-8 5-8-8 2."6-10-0 6-10-0 7-7-12 Plate Offsets (X Y)- [2:04-0Edge), [3:0-5-0,0-1-131, [4:0-3-0,0-3-41, [9:0-0-2,Edge1, [15:0-1-12.0-3.41, [16:0-3-8,0-1-81 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.56 14 >726 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.95 13-14 >428 180 MT20HS 1871143 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(CT) 0.19 9 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-SH Weight: 160 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 34: 2x4 SP M 31. 4-6,7-10: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.1 'Except' WEBS 1 Row at midpt 3-16. 5-13, 8-13 2-15: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 3-16: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=141(LC 11) Max Uplift 2=-765(LC 12), 9=-765(LC 12) Max Grav 2=1623(LC 1). 9=1623(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3974/2468, 3-4=-6450/4094, 4-5=-5088/3234, 5-6=-2862/1860, 6-8=-2868/1850, 8-9=-3825/2354 BOT CHORD 2-17=-2232/3683, 16-17=-2232/3671, 14-16=-3996/6520, 13-14=-2906/4828, 11-13=-2113/3535,9-11=-2113/3535 WEBS 3-16=-1800/2900, 4-16=-800/566, 4-14=-1971/1270, 5-14=-032/1130, 5-13=-2337/1555, 6-13=-750/1314, 8-13=-998/690, 8-11=0/297 NOTES- ,`5,LIUS• •• �i� 1) Unbalanced roof live loads have been considered for this design. ,�� .•'�:i E N S F•••. 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. �� V �� 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 4-10-8, Exterior(2R) s NO 34869 10 •. 4-10-8 to 8-4-8, Interior(1) 8-4-8 to 20-24, Exterior(2R) 20-24 to 23-84, Interior(1) 23-8-4 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 r. 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. • v 4) Provide adequate drainage to prevent water ponding. .0 �i/,� 5) All plates are MT20 plates unless otherwise indicated. '�� • ( Q:•� O 1 O ••••.:....•G 6 This truss has been designed for a 10.0 sf bottom chord live load nonconcurrent with an other live loads. 9 P Y R •• G\ ��, s 7) * This truss has been desined for a live n the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide N Al will fit between the bottoms herd and other members. .0s�0 ,;,,`��, 8) 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. Julius Lee PE No.34869 MIT& USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 22,2020 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 MiTek® 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 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/IPI1 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 T22256650 1246_B T5 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Pampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 22 11:21:59 2020 Page 1 ID:UyCLZwZ4JTwk9yB1z1oERdz9?TU-gtu_UviuvAJzgasjLEn5LBY_aaH8fO891Hy51Ty6Qn6 2-10-8 , _ 4-0-0 2-10-8 1-1-8 Scale = 1:11.1 2x4 II 1ST1.5x8 STP = 2-10-8 4-0-0 2-10-8 1-1-8 Plate Offsets (X Y)— (2:0-3-0Edge) 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) 0.03 5-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.27 Vert(CT) -0.03 5-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Cade FBC2020/TP12014 Matrix-P Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-M oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 6=0-8-0, 3=Mechanical, 4=Mechanical Max Horz 6=62(LC 12) Max Uplift 6=-71(LC 8), 3=-27(LC 12), 4=-5g(LC 12) Max Grav 6=171(LC 1), 3=37(LC 1), 4=133(LC 1) 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. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 2-10-8, Interior(1) 2-10-8 to 3-11-4 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3,.ws `� 5) ' 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 ,� J • •. • F will fit between the bottom chord and any other members.......... G E N S'• ♦ 41 ♦♦ 6) Refer to girder(s) for truss to truss connections. %� 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 71 lb uplift at joint 6, 27 lb uplift at joint 3 34869 and 59 lb uplift at joint 4. !jam Sj Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 22,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 101II-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS17FPH quality Criteria, OSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22256651 1246_B T6 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 22 11:22:00 2020 Page 1 ID:UyCLZwZ4JTwk9yB1zloERdz9?TU-83RMhFmWgTRgSjRvvxlKtP58y_fYORUIGxifavy6Qn5 1-10-8 4-9-0 1-10-8 2-10-8 Scale = 1:12.5 4.00 r12 3 L 2x4 II ST1.5x8 STP = ST1.5x8 STP = 1-10-6 4-9-0 46 = 1-10-8 2-10-8 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Ildefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.01 5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.01 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) -0.00 4 nla n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-11-7 oc bracing. REACTIONS. (size) 6=0-8-0, 4=0-5-0 Max Horz 6=104(LC 11) Max Uplift 6=-85(LC 12), 4=-90(LC 12) Max Grav 6=201(LC 1). 4=201(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-310/271 BOT CHORD 4-5=-0321400 WEBS 1-5=-3151359, 2-4=-370/407 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) 0-1-12 to 1-10-8, Interior(1) 1-10-8 to 4-7-4 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. ,�� v`1US ��• �j, 3) Provide adequate drainage to prevent water ponding. �� J F �j N ••• ��� 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��� •'•\Ci E S ' V • �j 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. No 34869 •. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 85 lb uplift at joint 6 and 90 lb uplift at * �. joint 4. r � r do .,�1S/0NA E �. Jullus Lee PE No.34869 MiTek USA, Inc, FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: December 22,2020 ®WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK 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 properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage, For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x, y offsets are indicated. LI Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. Q-1/1r r - -1- For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. ` Plate location details available in MITek 20120 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI[TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. 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 M!Tek MiTek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020 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 SCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/rPI 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 ANSIrfPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.