Loading...
HomeMy WebLinkAboutTrussTOE -NAIL CONNECTION FROM JACKS-TRUSS'S PER'MITEK CONNECTION* DETAIL B tiers. FirstSource . - Builders FirstSource 16021NDUSTRIAL PARK OR PLANT CITY FL Phone:(813) 759-5922 = Fax:(813) 752-1532 http:Itwww.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 FlrstSource. - 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. 11) . 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 Ibs & uplifts greater than 1,000 Ibs are noted on the truss placement page Wade 7urney. Homes 1449 Grp 2 Elevation B Lot Swing Right Layout: 1449_B_GR_LAY Date: 06/07/19 Revision History: Rev1:07/19/19 Rev2: Rev3: 1of1 ® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RE: 1449_B - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info: Wade Jurney Homes Project Name: _ Model: 1449 B Lot/Block: 8021 Subdivision: Lakewood Park Address: 7409 Bellaeir Ave City: . State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: N/A . Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 27 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T22341986 Al 1/5/21 23 T22342008 T1 1/5/21 2 T22341987 A2 1/5/21 24 T22342009 T2 1 /5121 3 T22341988 CJ 1 1/5/21 25 T22342010 T3 1/5/21 4 T22341989 CJ3 1/5/21 26 T22342011 T4 1/5/21 5 T22341990 CJ5 1/5/21 27 T22342012 T5 1/5/21 6 T22341991 EJ3 1/5/21 7 T22341992 EJ5 1/5/21 8 T22341993 EJ5A 1/5/21 9 T22341994 EJ7 1/5/21 10 T22341995 GR1 1/5/21 11 T22341996 GR2 1/5/21 12 T22341997 GR3 1/5/21 13 T22341998 H1 1/5/21 14 T22341999 H2 1/5/21 15 T22342000 H3 1/5/21 16 T22342001 H4 1/5/21 17 T22342002 H5 1/5/21 18 T22342003 H6 1/5/21 19 T22342004 H7 1/5/21 20 T22342005 HJ1 1/5/21 21 T22342006 HJ2 1/5/21 22 T22342007 HJ3 1/5/21 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. ��uuuri 0% 1•N: VF4 under my.direct supervision based on the parameters ,%% 011p. ".o, E.N W .��� provided by Builders FirstSource - Plant City. ��`'%•: \G Truss Design Engineer's Name: Velez, Joaquin 8182 •• My license renewal date for the state of Florida is February 28, 2023. = * IMPORTANT NOTE: The seal on these truss component designs is a certification STATE F : 4/! that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSIlTPI 1. These designs are based upon parameters .O Q • <(/ �i '� •' C Q �� O,•.�\`�� shown (e.g., loads, supports, dimensions, shapes and design codes), which were �i��S • O R \ given to MiTekOn project specific odis fl RENCO's customers fi erefe ecepurpose only, was not taken into inac account in the preparation of these designs. MiTek or TRENCO has not independently verified the Joaquin Velez PE No.68182 applicability of the design parameters or the designs for any particular building. Before use, MITek USA, Inc. FL Celt 6634 the building designer should verify applicability of design parameters and properly 6904 Parke East Blvd. Tampa FL33610. incorporate these designs into the overall building design perANSIlrPI 1, Chapter 2. Date: January 5,2021 Velez, Joaquin 1 of 1 Job Truss Truss Type Qty Ply T22341986 1449 B Al Common 7 1 Job Reference (optional) • Builders FirstSource (Tampa, FL), Tampa, FL - 33564. 8.430 s NOV'su 2020 M1 Tek Industries, Inc. I ue Jan 5 08:48:53 2021 rage 1 ID:hNQoQTzK_wvsy_I cN01y?Lz8mOV-Rk9bmNwvKVjHoRL2yMm_zGPvYOpxl ld3CnsDABzySae 1-0 6-8-12 12-7-12 18-6-12 24-5-12 30-4-12 37-1-8 8-1- 1 -0 6-8-12 5-11-0 5-11-0 5-11-0 5-11-0 6-8-12 -0- ST1.5x8 STP = 3x8 = 5x6 = 4.00 12 3x4 = 3x6 = 14 - 3x6 = 3x6 = 3x4 = Scale = 1:66.2 ST1.5x8 STP = 3x8 = I14 6 LOADING (pso SPACING- 2-M CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.36 14 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.56 12-14 >781 180 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(CT) 0.16 10 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-SH Weight: 174 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.1 'Except' BOT CHORD Rigid ceiling directly applied or 4-0-0 oc bracing. 13-15: 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=192(LC 11) Max Uplift 2=-813(LC 12), 10=-813(LC 12) Max Grav 2=1421(LC 1), 10=1421(LC 1) FORCES. (lb) -Max. Comp./Maid. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3385/2537, 3-5=-3090/2314, 5-6=-2166/1751, 6-7=-2166/1751, 7-9=-3090/2314, 9-10=-3385/2537 BOT CHORD 2-16=-2290/3153, 14-16=-1823/2609, 12-14=-1824/2609, 10-12=-2291/3153 WEBS 6-14=-736/1040,7-14=-762/696,7-12=-231/533,9-12=-345/416,5-14=-762/696, 5-16=-231/533,3-16=-345/416 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=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 18-6-12, Exterior(2R) 18-6-12 to 22-6-12, Interior(1) 22-6-12 to 38-1-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 1 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" 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 813 lb uplift at joint 2 and 813 lb uplift at joint 10. n r ,��►1111111/,�� sOPQUIN No 68182 �:. ST OF Joaquin Velez -PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 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 MiTekBcunnectors. 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 ANSI1TPI1 quality Criteria, DSB-a9 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 T22341987 1449 B A2 Common 2 1 Job Reference (optional) t bunaers mrstsource t I ampa, M), 1 ampa, rL - OaWff, .r I ST1.5x8 STP = 3x8 = LOADING (psf) TCLL 20.0 TCDL 7.0 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-M Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020ITP12014 ID:hNQoQTzK_wvsy_1cN01y?7z8, 87 wj"17X5.r88bwEV3HDVTy1QQ! 12-7-8 16-11-0 —r 3-11-4 4-3-8 5x6 = 3 ST1.5x8 STP = 2x4 '� Scale=1:30.3 Jl l.bx6 Sit' — 3x6 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.93 Vert(LL) 0.10 2-7 >999 240 MT20 244/190 BC 0.71 Vert(CT) -0.10 2-7 >999 180 WB 0.26 Horz(CT) 0.01 5 n/a n/a Matrix-SH Weight: 66 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=0-8-0, 2=0-8-0, 5=0-8-0 Max Horz 2=94(LC 11) Max Uplift 4=-11O(LC 12), 2=-337(LC 12), 5=-288(LC 12) Max Grav 4=164(LC 22), 2=489(LC 1), 5=643(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-047/513 BOT CHORD 2-7=-385/538, 5-7=-343/356 WEBS 3-7=-56/381, 3-5=-682/700 NOTES- 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; BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 3-0-0. Interior(1) 3-0-0 to 8-84, Exterior(2R) 8-8-4 to 12-8-4, Interior(1) 12-84 to 16-7-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" 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 110 lb uplift at joint 4, 337 Ito uplift at joint 2 and 288 Ito uplift at joint 5. I� 6 O I N No 68182 � r irZ S OF o/: 0,.off : -_40% O N AL � C %% Joaquin Velez PE No.68182 MITek USA, Inc. -FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 r ® WARNING -Verify design pammelers end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6I19I2020 BEFORE USE. Design valid for use onlywith MTekO connectors. This design is based only upon parameters shown, and is far an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW 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 y 1449_B Builders FirstSource (Tampa, Truss Type Comer Jack City Ply 10 T22341988 FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 08:48:54 2021 Page 1 ID:h NQoQTzK_wvsy_l cN01y?Lz8mOV-vwjzJwX5or8QbwEV3HDVTyE2QLSmO6CRRcmjdzySad 1-0-0 1-0-0 1-0-0 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 TCDL 7.0 Lumber DOL 1.25 BC 0.01 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC20201TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=44(LC 12) Max Uplift 3=-8(LC 1), 2=-142(LC 12) Max Grav 3=25(LC 12), 2=125(LC 1), 4=18(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:6.1 2x4 = ST1.5x8 STP = DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) -0.00 2 >999 240 MT20 244/190 Vert(CT) -0.00 2 >999 180 Horz(CT) 0.00 3 n/a nla Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-" 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=40ft; eave=5ft; Cat. 11; 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; 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-M tall by 2-M wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8 lb uplift at joint 3 and 142 lb uplift at joint 2. �111111'11//j PQU I N ,O 100 No 68182 .* ST OF \ 111/nnn110 Joaquin Velez PE No.68182 MITek USA Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 ® 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 MiTek0 connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 .!t Job Truss Truss Type Qty Ply T22341989 1449 B CJ3 Comer Jack 6 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564. 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 08:48:55 2021 Page 1 ID:hNQoQTzK_wvsy_lcN01y?Lz8mOV-07HLB3x9s6z?21VQ3noS2hUOgpgkVgMLf5LKF3zySac -1-0-0 3-0-0 1-0-0 3-0-0 Scale = 1:9.4 3x4 = ST1.5xB STP = 3-0-0 3-0-0 Plate Offsets (X,Y)— (2:0-0-0,Edge) 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) -0.00 2-4 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-M oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=79(LC 12) Max Uplift 3=43(LC 12), 2=-165(LC 12) Max Grav 3=55(LC 17), 2=187(LC 1), 4=52(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; 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. ,,,��� ,, Refer to truss to truss connections. 6) Provide rconnection tof joint QU N mechanical b othertruss to bearing late capable of withstanding 43 lb uplift at 3 and 165 lb uplift at (Y ) 9 P P 9 P 1 P ♦♦♦, ♦ OP. •E joint 2. ♦> j •X N No 6818.2 t '33 ':. S OF 'J/� Joaquin Velez PE No.68182 Mffek USA, Inc. FL Urt 6634 6904 Parka East Blvd. Tampa FL 33610 Date: January 5,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5I7012020 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 ANSI77P11 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 T22341990 1449 B CJ5 Comer Jack 4 1 Jab Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 08:48:55 2021 Page 1 ID:hNQoQTzK_wvsy_l cN01y?LzBmOV-07HLB3x9s6z?21VQ3noS2hUG6pdrVgMLf5LKF3zySac 1-0-0 5-0-0 1-0-0 5-M Scale = 1:13.3 4X6 = ST1.5x8 STP = LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.03 2.4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Cade FBC2020ITP12014 Matrix-P Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=115(LC 12) Max Uplift 3=-105(LC 12), 2=-187(LC 12) Max Grav 3=116(LC 17), 2=253(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=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 3-0-0, Interior(1) 3-0-0 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 3-0-0 tall by 2-" 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 105 lb uplift at joint 3 and 187 lb uplift at joint 2. ,,%% 011 QU I N V F�,�i�ii No 68182 :. E. 0 IF::�� fill it Joaquin Velez PE ND.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 A WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE, ' Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' always required for stability and to prevent collapse with possible personal injury and property damage. Far general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 quality Criteria, DSB-8.9 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 Oily Ply T22341991 1449_B E.13 Jack -Open 7 1 Job Reference (optional) Builders FirstSource (Tampa, FL), rampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 08:48:56 2021 Page 1 I D:hNQoQTzK_wvsy_l cNOly?LzBmOV-sJrjOPyncQ5sfv4ddUJhau 1 ZaDOzEHcVul5tn WzySab -1-0-0 3-0-0 1-0-0 3-0-0 3x4 = ST1.5x8 STP = LOADING (psf) SPACING- 2-M CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 TCDL 7.0 Lumber DOL 1.25 BC 0.08 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC202OfTPI, Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=79(LC 12) Max Uplift 3=-43(LC 12), 2=-216(LC 12), 4=-42(LC 8) Max Grav 3=55(LC 17), 2=187(LC 1). 4=52(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:9.4 DEFL. in (loc) I/deb L/d PLATES GRIP Vert(LL) 0.01 2-4 >999 240 MT20 244/190 Vert(CT) -0.01 2.4 >999 180 Horz(CT) -0.00 3 n/a rile Weight: 11 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-M oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. , NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; 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; porch left exposed;GC for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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-M wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 43 lb uplift at joint 3, 216 lb uplift at joint 2 and 42 lb uplift at joint 4. 11111111111� ,,`%�OPpUIN I No 68182 33 :. S T CF �� fON An',��. l Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 ,& 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 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 bradng 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-a9 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 T22341992 1449 B EJ5 JACK -OPEN 7 1 Job Reference (optional) Builders FirslSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MITek Industries, Inc. Tue Jan 5 08:48:57 2021 Page 1 ID:hNQoQTzK_wvsy_l cNOly?Lz8mOV-KV P6clzQNjDjH2fpBCgw76ZccdJJzkse7PgRKyzySaa I-M ' 5-0-0 46 = ST1.5x8 STP = LOADING (psf) SPACING- 2-M CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 TCDL 7.0 Lumber DOL 1.25 BC 0.26 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2020ITP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=115(LC 12) Max Uplift 3=105(LC 12), 2=-187(LC 12) Max Grav 3=116(LC 17). 2=253(LC 1), 4=92(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:12.7 DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) -0.03 2.4 >999 240 MT20 244/190 Vert(CT) -0.05 24 >999 180 Horz(CT) -0.00 3 n/a n/a Weight: 17 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-M oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-M to 3-0-0, Interior(1) 3-0-0 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 3-8-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 105 lb uplift at joint 3 and 187 lb uplift at joint 2. ,`IIIIIIIIIII�I `�%0 PQU I N , ,0 'CENg. No 68182 S OF Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6534 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev, 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a 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 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 Oty Ply T22341993 1449_B EJ5A Jack -Open 1 1 Job Reference (optional) . Builders FirslSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 08:48:57 2021 Page 1 ID:hNOoOTzK wvsy_1cNOly?Lz8mOV-KVP6clzONjDjH2fpBCgw76ZaudJJzkse7PgRKyzySaa 5-0-0 5-0.0 Scale = 1:12.7 2x4 = ST1.5x8 STP = 5-0-0 5-0-0 Plate Offsets (X,Y)— T1:0-2-14,0-0-101 LOADING (psf) SPACING- 2-M CSI. DEFL. in (too) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.03 1-3 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 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 FBC20201TPI2014 Matrix-P Weight: 15 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) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Harz 1=90(LC 12) Max Uplift 1=-74(LC 12), 2=-120(LC 12) Max Grav 1=170(LC 1), 2=125(LC 17). 3=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=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-0 to 4-4-0, Interior(1) 4-4-0 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-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 74 Ito uplift at joint 1 and 120 lb uplift at joint 2. ,�111111171//� .OPQIUIN VF<<c,�i ENg�.14� i No 68182 at 3: S OF •,41S'`S 11 JoNuln Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Patke Fast Blvd. Tampa FL 33610 Date: January 5,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511812020 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 WOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 T22341994 1449 B EJ7 Jack -Open 13 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 S Nov 30 2020 MI IeK Industries, Inc. t ue Jan b 08:48:58 202i rage i ID:hNQoQTzK_wvsy_lcN01y?Lz8mOVoizUp5z281LavCD?kvL9gJ6jU1YEiB6oM3a sOzySaZ -1-0-0 7-0-0 1-0-0 7-0-0 46 = ST1.5xB STIR = LOADING (psf) SPACING- 2-M CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 TCDL 7.0 Lumber DOL 1.25 BC 0.73 BCLL 0.0 Rep Stress Incr YES WB 0.00 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=163(LC 17), 2=324(LC 1), 4=120(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:16.9 DEFL. in (loc) Ildefl Ud PLATES GRIP Vert(LL) 0.16 2-0 >490 240 MT20 2441190 Vert(CT) -0.18 2-4 >448 180 Horz(CT) -0.00 3 n/a n/a Weight: 23 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 3-M, Interior(1) 3-M 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 143 lb uplift at joint 3 and 216 lb uplift at joint 2. oil U VF�� .� J . DENS 'ice No 68182 ST OF • .O N AL E%� Joaquin Velei PE No.68182 MITek USA, Inc. R. Cert 6534 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 ®WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. ' Design valid for use only with MiTek0 connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW 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 ANS117PIl 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 T22341995 1449_B GR1 Hip Girder 1 Job Reference (optional) tsunaersrlrsiaourceliampa,rLl, Iarapa,rt_-00aov, +���,.�• ,•„, ,,,���• __„ -__, -­ . ID:hNQoQTzK_wvsy_1cGly? Bm ZUWs1R-gvLURWMoCIcsOCWfukRsjRQ4xajKXOgzySaY 14-7-15 22-5-9 30-1-8 37-1-8 8-1 7-7-15 7-9.11 7-7-15 7-0-0 -0- Scale = 1:67.4 6x12 MT20HS = 6x12 MT20HS = 4.00 F12 2x4 II 5x8 =4x4 = 3 16 17 18 19 20421 22 23 24 5 625 26 27 28 29 30 7 ST1.5x8 STP = 15 31 32 14 33 13 34 35 36 37 12 38 1$9 40 41 10 ST1.5x8 STP = 2x4 II 6x8 = 4x12 = 4x12 = 6x8 = 2x4 II LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.86 12-13 >511 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -1.06 12-13 >414 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.91 Horz(CT) 0.14 8 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-SH Weight: 423 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-5-15 cc purlins. 3-5,5-7: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-6-13 cc bracing. BOT CHORD 2x6 SP No.2 *Except* 11-14: 2x6 SP M 26 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-M Max Horz 2=77(LC 7) Max Uplift 2=1753(1_C 8), 8=-1766(LC 8) Max Grav 2=2790(LC 1), 8=2790(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7897/4791,3-4=-11838/7387,4-6=-11836/7385,6-7=-11899/7441.7-8=-7887/4825 BOT CHORD 2-15=-4438/7428, 13-15=-4429/7391, 12-13=-7289/11897, 10-12=-4462/7383, 8-10=-4470/7419 WEBS 3-15=-135/718,3-13=-2924/4732,4-13=-940/860,6-12=-956/860,7-12=-2945/4802, 7-10=-125/707 NOTES- 1) 2-ply truss to be connected togetherwith 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-M cc, 2x6 - 2 rows staggered at 0-9-0 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc. Webs connected as follows: 2x4 - 1 row at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) 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=40ft; 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) All plates are MT20 plates unless otherwise indicated. 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-M tall by 2-M wide will fit between the bottom chard and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1753 lb uplift at joint 2 and 1766 lb uplift at joint 8. `��. PQui N VFW �.. i No 68182 � : S OF Al Joaquin Velei PE No.68182 MITek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Data. :ontinued on page 2 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5110/2020 BEFORE USE. ' Design valid far 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 Imes 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 January 5,2021 Job Truss Truss Type Qty Ply T22341995 1449_B GR1 Hip Girder 1 2 Job Reference (optional) + Builders Firsl5ouree (Tampa, FL), Tampa, FL - 33bb4, 6.4311 5 N0v d0 z0tu Mi I ere muusmes, mu. i ue dan o uo:4a:uu cuc i rage c ID:hNQoQTzK_wvsy_l cNOly?Lz8mOV-k44EEm? Igecl8WNOsKOdlkB3TgByAlK4pN35wHzySaX NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 223 lb down and 256 lb up at 7-0-0, 106 lb down and 134 lb up at 9-0-12, 106 lb down and 134 lb up at 11-0-12, 106 lb down and 134 lb up at 13-0-12, 106 lb down and 134 lb up at 15-0-12, 106 lb down and 134 lb up at 17-0-12, 106 lb down and 134 lb up at 18-6-12, 106 lb down and 134 lb up at 20-0-12, 106 lb down and 134 lb up at 22-0-12. 106 lb down and 134 lb up at 24-0-12, 106 lb down and 134 lb up at 26-0-12, and 106 lb down and 134 lb up at 28-0-12, and 223 lb down and 256 lb up at 30-1-8 on top chord, and 296 lb down and 167 lb up at 7-M, 81 lb down and 20 lb up at 9-0-12, 81 lb down and 20 lb up at 11-0-12, 81 lb down and 20 lb up at 13-0-12. 81 lb down and 20 lb up at 15-0-12. 81 lb down and 20 lb up at 17-0-12, 81 lb down and 20 lb up at 18-6-12, 81 lb down and 20 lb up at 20-0-12, 81 lb down and 20 lb up at 22-0-12, 81 lb down and 20 lb up at 24-0-12, 81 lb down and 20 lb up at 26-0-12. and 81 lb down and 20 lb up at 28-0-12. and 296 lb down and 167 lb up at 30-0-12 on bottom chord. The designiselection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-7=-54, 7-9=-54, 2-8=-20 Concentrated Loads (lb) Vert:3=-176(F) 7=-176(F) 15=-296(F) 10=-296(F) 17=-106(F) 18=-106(F) 19=-106(F) 21=-106(F) 22=-106(F) 23=-106(F) 24=-106(F)25=-106(F) 27=-106(F) 28=-106(F) 29=106(1`) 31=-57(F,)32=-57(F)33=-57(F) 34=-57(F) 35=-57(F) 36=-57(F) 37=-57(F) 38=-57(F) 39=-57(F) 40=-57(F) 41=-57(F) 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 vldh Mi rekO 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/Tiall Quality Criteria, DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22341996 1449_B GR2 GABLE 1 1 Job Reference (optional) Builders FirslSource (Tampa, FL), Tampa, FL - 33564. 8.430 s Nov 30 2020 Mi l eK Industries, Inc. I ue Jan 5 U6:49:U1 2U21 Page 1 • ID:hNQoQTzK_wvsy_1 cN01y?Lz8mOV-CGecS6OwRyk9mgya0l vsHxkDwEaXvKOE20peljjzySaW 1-0 8-4-4 1LIO-13 21-0-3 26-9-10 29-5-9 32-1-8 W-1-8 -1- -0 8-0-0 7-6-8 5-5-6 5-5-6 2-7-15 2-7-15 5-0-0 -0 • Scale = 1:70.1 4.00 F12 5x6 = 5 3x6 4x6 3x4 4 3x4 = 3 8x14 MT20HS6x12 MT20HS22 D��7 8 9 10 1 2 = 3 39 12 13 ,n y IA d 20 40 41 42 17 43 44 45 d ST1.5x8 STP = 21 19 18 16 1546 14 ST1.5x8 STP = 5x6 = 5xB = 4x8 = 6x8 = 5x12 = 5x8 = 602 MT20HS = LOADING (psf) SPACING- 2-M CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 TCDL 7.0 Lumber DOL 1.25 BC 0.69 BCLL 0.0 Rep Stress Incr NO WB 0.95 BCDL 10.0 Code FBC2020ITP12014 Matrix-SH LUMBER - TOP CHORD 2x6 SP No.2 *Except* 4-5: 2x4 SP M 31, 11-13: 2x4 SP No.2, 1-4: 2x4 SP No.1 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 6-18,11-15: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 12=0-8-0 Max Horz 2=-165(LC 6) Max Uplift 2=-1040(LC 8), 12=-1324(LC 8) Max Grav 2=1689(LC 1), 12=2026(LC 1) DEFL. in . (loc) I/deft Ud PLATES GRIP Vert(LL) 0.79 16-18 >553 240 MT20 244/190 Vert(CT) -0.98 16-18 >448 180 MT20HS 187/143 Horz(CT) 0.15 12 n/a nla Weight: 255 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-2-2 oc bracing. WEBS 1 Row at midpt 9-18 JOINTS 1 Brace at Jt(s): 22, 24, 34 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=4241/2472, 3-5=-3338/2076, 5-6=-3238/2039, 6-7=-5195/3279, 7-8=-5247/3289, 8-9=-5774/3629,9-10=-7384/4689,10-11=-7385/4690,11-12=-5406/3382 BOTCHORD 2-21=-2226/3950, 19-21=-2226/3950, 18-19=-3234/5382, 16-18=-5494/8877, 15-16=-5472/8865,14-15=-3129/5075,12-14=-3120/5079 WEBS 3-21=0/320, 3-22=-972/537, 19-22=-874/413, 19-23=-1035/1724, 5-23=-1036/1726, 19-24=-2365/1586,6-24=2367/1587,18-25=479/1380,6-25=-809/1414, 9-18=-3530/2282, 9-15=-1708/1035,11-15=-1680/2682, 23-24=-336/214, 24-25=-332/213, 25-34=-520/335, 8-34=-519/335 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=40ft; 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 ANSIITPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) Gable studs spaced at 2-M Co. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) ' This truss has been designed for a live load of 20.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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1040 lb uplift at joint 2 and 1324 lb uplift at joint 12. :ontinued on page 2 11f11111/��� ,,%' OPQ.UIN VFW ♦♦♦ 'S E N S�. No 681.82 Joaquin Velez PE No.68182 MITek USA,.Inc. FL Cert 6634. 6904 Parke East Blvd. Tampa FL 33610 Date: A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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, OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 January 5,2021 Job Truss Truss Type Qty Ply T22341996 1449 B GR2 GABLE 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 6.4su s NOV Ju zuzU MI I ek Industries, Inc. I Lie dan 6 08:49:0i 202i rage z ID:hNQoQTzK wvsy_1cN01y?Lz8mOV-CGecS6OwRykgmgyaQlvsHxkDwEaXvKOE20peTjjzySaW NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 100 lb down and 106 lb up at 22-0-12, 100 lb down and 106 lb up at 24-0-12, 100 lb down and 106 lb up at 26-0-12, 100 lb down and 106 lb up at 28-0-12. and 100 lb down and 106 lb up at 30-0-12, and 234 lb down and 235 lb up at 32-1-8 on top chord, and 120 lb down and 121 lb up at 18-0-12. 120 lb down and 121 lb up at 20-0-12, 52 lb down at 22-0-12, 52 Ito down at 24-0-12, 52 lb down at 26-0-12, 52 lb down at 28-0-12, and 52 lb down at 30-0-12, and 110 lb down and 18 lb up at 32-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-54, 5-9=-54, 9-11=-54, 11-13=-54, 2-12=-20 Concentrated Loads (lb) Vert: 1 1=-138(B) 14=-66(B) 8=-60(B) 35=-60(B) 36=-60(B) 37=-60(B) 39=-60(B) 40=-1 20(B) 41=-120(B) 42=-26(B) 43=-26(B) 44=-26(B) 45=-26(B) 46=-26(B) ® WARNING- Vertfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 mv.511IM020 BEFORE USE. ' Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracng 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 Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22341997 1449 B GR3 GABLE 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 6.43U s NOV 3U zuzU MI I eK mausmes, Inc. I ue Uan o ub:4a:uz zuzl rage i ID:hNQoQTzK_wvsy_1 cN01y?Lz8mOV-gTC?fS 1 YCGsONgXmzIQ5g9HSiesKezUNGgYB?9zySaV -1-0-0 4-9-0 8-8-4 12-7-8 17-4-8 18-4-8 1-0-0 4-9-0 3.11.4 3-11-0 4-9-0 1-0-0 Scale = 1:31.2 4x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ` BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 44 = axo — 4x4 = SPACING- 2-M CSI. DEFL. in (loc) I/defl Ud PLATES GRIP Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.37 B-10 >538 240 MT20 2441190 Lumber DOL 1.25 BC 0.91 Vert(CT) 0.33 8-10 >603 180 Rep Stress Incr NO WB 0.17 Horz(CT) -0.05 8 n1a We Code FBC2020ITP12014 Matrix-SH Weight: 92 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-8-12 oc bracing. REACTIONS. (size) 2=0-8-0, 8=0-M Max Horz 2=95(LC 7) Max Uplift 2=968(LC 8), 8=-998(LC 8) Max Grav 2=713(LC 1), 8=713(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-0=-1404/1860, 3-4=-1251/1555, 4-5=-987/1360, 5-6=-987/1358, 6-7=-1251/1567, 7-8=-1404/1924 BOT CHORD 2-1 0=-1 702/1295, 8-10=-1761/1295 WEBS 10-12=-063/437, 5-12=-663/437, 10-13=-270/215, 6-13=-315/271, 4-11=-318/247, 10-11=-272/161,3-11=-223/344,11-12=-235/415,12-13=-236/423,7-13=-223/364 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=40ft; eave=5ft; Cat. 11; 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 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced! at 2-0-0 Co. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 968 lb uplift at joint 2 and 998 lb uplift at joint 8. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 99 lb down and 118 lb up at 3-M, and 99 lb down and 118 lb up at 14-3-7 on top chord, and 22 lb down and 86 lb up at 3-0-0, 12 lb down and 44 lb up at 5-1-1, 12 lb down and 44 lb up at 7-1-1. 12 lb down and 44 lb up at 9-1-1, 12 lb down and 44 lb up at 10-3-7, and 12 lb down and 44 lb up at 12-3-7, and 22 lb down and 86 lb up at 14-3-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). ,,``1111111/11j1,1' CLUIN VF< ,% ,OP: • .GE.N S No 68182 F : �44/` still N AL E?� 111111111 Joaquin Velez PE No.68182 MfTek USA,, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 l3J?i fillW,Kfte8Zandard ®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 MiTela(D 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 ANS#1TPi1 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 T22341997 1449 B GR3 GABLE 1 1 Job Reference (optional) • Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 05:49:02 2021 Page 2 ID:hNQoQTzK_wvsy_l cN01y?Lz8mOV-gTC?fS1 YCGsONgXmzIQ5g9HSiesKezUNGgYB?9zySaV LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-54, 5-9=-54, 2-8=-20 Concentrated Loads (lb) Vert:3=-4(B) 7=-4(B) 16=-3(B) 17=-6(B) 18=-6(B) 19=-6(B)20=-6(B) 21=-6(B) 22=-3(B) ' A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5I1912020 BEFORE USE. ��' Design valid for use only with MiTek0 connectors. This design is based only upon parameters shovm, 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 ANS11Tpll 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 T22341998 1449 B H1 Hip 1 1 Job Reference (optional) • Builders Firstsource (I ampa, I-L), i ampa, FL - 55ob4, o.you s ivuv ou 4- wit r rn muuauies, 1116. r ayo r ID:hNQoQTzK_wvsy_1cN01y?Lz8mOV-9fmNsol BzZ_t?_6zXSxKMMpd72DPNHeXVKIIXczySaU 1-0- 4-10-14 13-9-6 23-4-2 32-2-10 37-1-8 -0- 4-10-14 8-10-8 9-6-12 8-10-8 4-10-14 -0- • Scale = 1:67.4 5x6 = 4.00 1246 = 4x10 MT20HS = 4x6 = 4 5 19 6 20 7 5x6 = 8 ST1.5x8 STP = 16 15 14 13 12 ST1.5x8 STP = 3x8 = 3x8 = 3x8 MT20HS = 3x4 = 3x8 MT20HS = 3x8 = 3x8 = LOADING (psi) SPACING- 2-" CSI. DEFL. in (loc) Ildefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.50 14 >877 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.76 12-14 >579 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(CT) 0.19 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 184 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-10-5 oc purlins. 4-6,6-8: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-6.8 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=97(LC 11) Max Uplift 2=-813(LC 12). 10=-813(LC 12) Max Grav 2=1421(LC 1), 10=1421(LC 1) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3426/2797, 3-4=-3221/2525, 4-5=-2991/2426, 5-7=4074/3185, 7-8=-2991/2426, 8-9=-3221/2525,9-10=-3426/2797 BOT CHORD 2-16=-2556/3189, 14-16=-3008/3916, 12-14=-3016/3916, 10-12=2548/3189 WEBS 3-16=-199/368,4-16=-549/810,8-12=-549/810, 9-12=-200/368,5-16=-1167/992, 5-14=0/373, 7-14=0/373, 7-12=-1167/992 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=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) A-M to 3-0-0, Interior(1) 3-0-0 to 9-M, Exterior(2R) 9-0-0 to 14-7-14, Interior(1) 14-7-14 to 28-1-8, Exterior(2R) 28-1-8 to 33-9-6, Interior(1) 33-9-6 to 38-1-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 813 lb uplift at joint 2 and 813 lb uplift at joint 10. ,011111111//11, .OpQUIN .� J "DENS*-.2'.� �\ �.0 No 68182 OF :14/.. `'ss��NALE �%% 1�111.111� Joaquin Velez PE No.68182 MITek USA Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, OSB-b9 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 T22341999 1449_B H2 Hip 1 1 Job Reference (optional) - [funDers rlrsiaource 11 ampa, r-Li, Tampa, rL-aaDD4. " ID:hNQoQTzK_wvsy_l cN01y?Lz8mOV-drK1482pk16kd7h95ASZvaMkgSZE6jpgk_1132zySaT 1-0- 5-10-14 11-0-0 18-6-12 26-1-8 31-2-10 37-1-8 1-1 -0 5-10-14 11-2 7.6-12 7-6-12 5-10-14 -0 4.00 12 5x6 = 2x4 II 5x6 = 4 19 20 5 21 22 6 Scale = 1:67A ST1.5x8 STP = 16 15 74 13 12 11 10 ST1.5x8 STP = 3x8 = 2x4 II 3x4 = 46 = 3x8 46 - 3x4 = 2x4 II 3x8 = 5-10-14 11-0-0 18-6-12 26-1-' 31-2-10 37-1-8 5-10-14 7-6-12 7.6-12 5-1-2 5-10-14 Plate Offsets (X Y)- [2:0-0-0,Edgel [8:0-M,Edgel LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Ildeft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.46 13 >957 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.66 11-13 >661 180 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(CT) 0.18 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 175 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 4-6: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 3-7-9 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-118(LC 10) Max Uplift 2=-813(LC 12), 8=-813(LC 12) Max Grav 2=1421(LC 1), 8=1421(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3461/2769, 3-4=-2990/2423, 4-5=-3415/2843, 5-6=-3415/2843, 6-7=-2990/2423, 7-8=-3461/2769 BOT CHORD 2-16=-252613212,15-16=-2526/3212,13-15=-2065/2783,11-13=-2057/2783, 10-11=-2518/3212, 8-10=2518/3212 WEBS 3-15=-476/490, 4-15=-156/382, 4-13=-566/852, 5-13=-465/543, 6-13=-566/852, 6-11 =-1 56/382, 7-11=-477/490 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; Cat. ,`,IIIIIIf1/��� ,�� UI N (3-second gust) eave=5ft; II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) A-0-0to 3-0-0, Interior(1) 3-" to 11-0-0, Extedor(2R) e� , G E N �• c' �� SF��• �i 11-0-0 to 16-7-14, Interior(1) 16-7-14 to 26-1-8, Exterior(2R) 26-1-8 to 31-9-0, Interior(1) 31-9.6 to 38-1-8 zone; cantilever left and �� •'� V� right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 N o 6 S 182 plate grip DOL=1.60 3) Building Designer 1 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. -p 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. i S T O F � �• 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-8-0 tall by 2-" wide fit between the bottom �.0 Q will chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 813 lb uplift at joint 2 and 813 lb uplift at �i,� •�' O joint 8. •,�S' O N A� E���%• Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5110U2020 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 MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22342000 1449_B H3 Hip 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 08:49:05 2021 Page 1 ID:hNQoQTzK wvsy_lcN01y?Lz8mOV-52u7HU3RVBEaEHGLftzoSnvwgruerEkgzenscUzySaS 1-0- 6-10-14 13-0-0 18-6-12 24-1-8 30-2-10 37-1-6 8-1- -0- 6-10-14 6-1-2 5-6-12 5-6-12 6-1-2 6-10-14 -0- Soale = 1:67.4 4.00 12 5x6 = 4 19 2x4 II 5x6 = 20 6 21 ST1.5x8 STP = 16 15 '- 13 '- 11 10 ST1.5xB STP = 3x8 = 2x4 II LOADING (psf) SPACING- 2-M TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020ITP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0.8-0 Max Horz 2=137(LC 11) Max Uplift 2=-813(LC 12), 8=-813(LC 12) Max Grav 2=1421(LC 1), 8=1421(LC 1) 3x6 = 3x4 = 3x8 = 3x4 = 3x6 = 2x4 II 3x8 = CSI. DEFL. in (loc) I/de0 L/d PLATES GRIP TC 0.85 Vert(LL) 0.41 13 >999 240 MT20 2441190 BC 0.93 Vert(CT) -0.5B 11-13 >761 180 WB 0.52 Horz(CT) 0.18 8 n/a n/a Matrix-SH Weight: 178 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-3-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3444/2756, 3-4=-2781/2299, 4-5=-2846/2455, 5-0=-2846/2455, 6-7=-2781/2299, 7-8=-3444/2756 BOT CHORD 2-16=-2508/3195,15-16=-2508/3195,13-15=-1909/2571,11-13=-1902/2571, 10-11=-2500/3195,8-10=-2500/3195 WEBS 3-16=0/262,3-15=-677/636,4-15=-204/405,4-13=-313/503,5-13=-333/398, 6-13=-313/503, 6-11 =-204/405, 7-11 =-678/636, 7-1 0=0/262 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=151t; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) A-M to 3-0-0, Interior(1) 3-0-0 to 13-0-0, Exterior(2R) 13-0-0 to 18-6-12, Interior(1) 18-0-12 to 24-1-8. Exterior(2R) 24-1-8 to 29-9-0, Interior(1) 29-9-6 to 38-1-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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-M wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 813 lb uplift at joint 2 and 813 lb uplift at joint 8. ,��I111111/j111 ,�"%OPpIUIN VF��,� �` J.' GENs'.�0'�. No 68182 O:. S OF :�41V `� 1ON A11 E�%% Joaquin Wei PE No.68182 MiTek USA, Inc. FL Cert.6634 6904 Parke East Blvd Tampa FL 33610 Date: January 5,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a 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/noll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22342001 1449_B H4 Hip 1 1 Job Reference (optional) . Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 08:49:05 2021 Page 1 ID:hNQoQTzK_wvsy_1 cN01y?LzBmOV-ZES VVg43GUMRsRrYCaU1 _?R3PFGtacYzBl WP8wzySaR 1-0 7-10-14 15-0-0 22-1-8 29-2-10 37-1-8 8-1- 10 7-10-14 7-1-2 7-1-8 7-1-2 7-10-14 -0 Scale = 1:68.7 4.00 12 5x6 = 5x6 = 5 18 19 6 ST1.5x8 STP = 16 14 13 11 ST1.5x8 STP = 3x8 = 2x4 II 4x6 = 3x8 = 2x4 II 3x8 = 3x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-M Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020ITP12014 CSI. TC 0.99 BC 0.81 WB 0.87 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 *Except* 5-6: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 'ExcepC 12-15: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=157(LC 11) Max Uplift 2=-813(LC 12), 9=-813(LC 12) Max Grav 2=1421(LC 1), 9=1421(LC 1) 4x6 = DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) 0.3613-14 >999 240 MT20 2441190 Vert(CT) -0.55 13-14 >795 180 Horz(CT) 0.16 9 n/a n/a Weight: 171 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 3-9-3 oc bracing. WEBS 1 Row at midpt 5-13 FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-3401/2721, 3-5=-2589/2178, 5-6=-2381/2143, 6-8=-2589/2178, 8-9=-3401/2721 BOT CHORD 2-16=-2464/3151,14-16=-2464/3151,13-14=-1763/2380,11-13=-2457/3150, 9-11=-2457/3150 WEBS 3-16=0/306, 3-14=-831/744, 5-14=-223/494, 6-13=-227/494, 8-13=-831/743, 8-11=0/306 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=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 15-0-0, Exterior(2R) 15-M to 20-7-14, Interior(1) 20-7-14 to 22-1-8, Exterior(2R) 22-1-8 to 27-9-6, Interior(1) 27-9.6 to 38-1-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-M tall by 2-M wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 813 lb uplift at joint 2 and 813 lb uplift at joint 9. ``��lllll'11/1j1' PpUI N VF< .0-lO DENS No 68182 �13 •• S OF '•44/ �. .0•• A •�� 1 Joaquin Velez- FIE No.68182 MTTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSI7TP11 quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22342002 1449 B H5 Hip 1 1 Job Reference (optional) Builders FirslSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 08:49:07 2021 Page 1 ID:hNQoQTzK_wvsy_1 cN01y?Lz8mOV-1 Q?uiA4h1 oUlUbPkmlOGXC_HifZU8H6QyGygNzySaQ �t 0 6-8-12 12-7-12 17-0-0 20-1-8 24-112 30-4-12 37-1-8 38-1-8 -0- 6-8-12 5-11-0 4-04 3-1-8 4-4-4 5-11-0 6-8-12 -0- Scale = 1:68.7 4.00 12 5x6 = 5x6 = ST1.5x8STP = � 11 16 15 ." "' ST1.5x8STP = 3x8 = 3x4 = 4x6 = LOADING (psf) SPACING- 2-M TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020(rP12014 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 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=175(LC 11) Max Uplift 2=-813(LC 12), 11=-813(LC 12) Max Grav 2=1587(LC 17), 11=1587(LC 18) 3x4 = 3x4 = 4x6 = 3x4 = 3x8 = CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.83 Vert(LL) -0.3B 13-15 >999 240 MT20 244/190 BC 0.92 Vert(CT) -0.62 13-15 >700 180 WB 0.52 Horz(CT) 0.17 11 n/a n/a MatrixSH Weight: 180 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3758/2688, 3-5=-3473/2459, 5-6=-2601/1990, 6-7=-2426/1926, 7-8=-2601/1996, 8-10=-3474/2406,10-11=-3758/2636 BOT CHORD 2-18=-2442/3637,16-18=-1954/2972,15-16=-1505/2422,13-15=-1895/2884, 11-13=-2386/3506 WEBS 8-15=-757/624, 8-13=-253/667, 10-13=-348/429, 5-16=-757/623, 5-18=-252/667, 3-18=-348/430,6-16=-386/666,7-15=-387/666 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=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 3-0-0, Interior(1) 3-M to 17-M, Exterior(2E) 17-M to 20-1-8, Exterior(2R) 20-1-8 to 25-9-6, Interior(1) 25-9-6 to 38-1-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and farces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. . 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 813 lb uplift at joint 2 and 813 lb uplift at joint 11. n N 6 % pPQU•�N No 68182 ��O• OF •; •14 1 Joaquin Velez- PE Wo.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date. January 5,2021 A WARNING- Vedfy design parametersend 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 applicabilityof design parametersand properly Incorporate this design info 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 ANSl1TPl1 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, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qly Ply T22342003 1449 B H6 Hip 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.43U S NOV 3U zuzu mi i eK inaustnes, Inc. I ue dan o 08:4a:0e zuzl rage 1 ID:hNQoQTzK_wvsy_1 cN01y?Lz8mOV-zp7e7r6xYPkOjvZ7uj2kcd3dKTFun1 DPtG131FzySaO i-0 6-8-12 12-7-12 11-6-8 19-7-0 24-5-12 30-4-12 37-1-8 8-1 -0 6-8-12 5-11-0 4-10-12 2-0-8 4-10-12 5-11-0 6-8-12 -0 N 6 d ST1.5x8 STP = 3x8 = 4.00 12 5x6 = 5x6 = 3x4 = 46 = 16 15 3x4 = 3x4 = 4x6 = 3x4 = Scale = 1:68.7 ST1.5x8 STIR = 3x8 = LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate. Grip DOL 1.25 TC 0.82 Vert(LL) 0.3616-18 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.61 16-18 >723 180 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(CT) 0.17 11 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 MatrixSH Weight: 179 lb 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 2-2-0 oc bracing. BOT CHORD 2x4 SP No.t '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=180(LC 11) Max Uplift 2=-813(LC 12), 11=-813(LC 12) Max Grav 2=1577(LC 17), 11=1577(LC 18) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-372912653,3-5=-3446/2427,5-6=-2519/1919,6-7=-2345/1867,7-8=-2519/1929, 8-1 0=-3446/2392, 10-11 =-3730/261 9 BOT CHORD 2-18=-2408/3614, 16-18=-1929/2949,15-16=-1435/2341, 13-15=-1888/2861, 11-13=-2369/3479 WEBS 8-15=-795/652,8-13=-245/671, 10-13=-346/425,5-16=-794/651,5-18=-244/671, 3-18=-346/426, 6-16=-376/641, 7-15=-376/641 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=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) A-M to 3-M, Interior(1) 3-0-0 to 17-6-8, Exterior(2E) 17-M to 19-7-0, Exterior(2R) 19-7-0 to 25-2-14, Interior(1) 25-2-14 to 38-1-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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-M wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 813 lb uplift at joint 2 and 813 lb uplift at joint 11. .`%%OP`QUIN i.0 No 6818.2 L :9 % ST E OF : 1JJ� i O on iell. - NAL fill is' Joaquin Velez PE No.68182 MITek USA,. Inc; FL Cert.6634 6904 Parke East Blvd. Tampa FL 33610 bate: January 5,2021 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 MTek® connectors. This design is based only upon parameters shown, and Is for on 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 budding of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTOW 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 ANSI17PI1 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 T22342004 1449 B H7 Hip 1 1 Job Reference (optional) Builders FirslSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 ivii i ex industries, inc. r ue don o vo:ya: 1U cu<i r•dye 1 ID:hNQoQTzK_wvsy_1 cN01y?Lz8mOV-R?hOLB7aJjstL28JRQZz9rcnRsblWYeZ6wUdHizySaN 1-0 8-2-2 15.6-8 21-7-0 28-11-6 37-1-8 8-1 OD 8-2-2 7-4-6 6-0-8 7�-6 8-2-2 -0- Scale = 1:68.7 4.00 12 5x6 = 5x6 = 518 6 19 ST1.5x8 STP = 16 14 13 '— 11 ST1.5x8 STP = 46 = 2x4 If 5x6 WB = 3x4 = 3x4 = 5x6 WB = 2x4 II 46 = LOADING (psi) SPACING- 2-M TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020ITP12014 LUMBER - TOP CHORD 2x4 SP No.2 *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 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Harz 2=161(LC 11) Max Uplift 2=-813(LC 12), 9=-813(LC 12) Max Grav 2=1613(LC 17). 9=1613(LC 18) CSI. DEFL. in (loc) I/deb Lid PLATES GRIP TC 0.86 Vert(LL) -0.68 11-13 >640 240 MT20 2441190 BC 0.90 Vert(CT) -0.91 11-13 >480 180 WB 0.35 Horz(CT) 0.17 9 n/a n/a Matrix-SH Weight: 168 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 3-9-11 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=-3877/2724,3-5=-2898/2145, 5-6=-2683/2097,6-8=-2898/2145,8-9=-3878/2724 BOT CHORD 2-16=-2466/3722, 14-16=-2466/3722, 13-14=-1709/2679, 11-13=-2459/3602, 9-11=-2459/3602 WEBS 3-16=0/329,3-14=-1098/803, 5-14=-233/604,6-13=-233/604,8-13=-1099/803, 8-11=0/329 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=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 15-6-8, Exterior(2R) 15-641 to 21-2-6, Interior(1) 21-2-6 to 21-7-0, Exterior(2R) 21-7-0 to 27-2-14, Interior(1) 27-2-14 to 38-1.8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 2-M wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 813 lb uplift at joint 2 and 813 lb uplift at joint 9. PpiUIN VFW �ii No 68182 ST OF : �/• i0 Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 669 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 A WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. �r Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, nat a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW 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 ANSI1TPI1 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 T22342005 1449_B HJ1 Diagonal Hip Girder 2 1 Job Reference (optional) Builders FirslSource (Tampa, FL), Pampa, I-L - 33564, 0.40V b NOV Ou Zucu mi i en muubuieb, mu. r un ddn a OO.Ya.1 1 4V41 rdye 1 ID:hNQoQTzK_wvsy-1cN01y?Lz8mOV-wCFOYX8C41—kyCjV?84Ch291CGOyF20iLaEApSzySaM -1-5-0 5-3-15 _ _ 9-10-1 1-5-0 5-3-15 4-6-1 ' Scale= 1:212 I� 0 3x4 = ST1.5X8 STP = 5-3-15 7-3-15 9-10-1 5-3-15 2-0-0 2-6-1 Plate Offsets(X,Y)— 12:04-11 0-D-11 LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Verl(LL) 0.22 6-7 >516 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.30 6-7 >379 180 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-SH Weight: 37 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-M oc purlins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=150(LC 8) Max Uplift 4=-126(LC 8), 2=-359(LC 8), 5=-122(LC 8) Max Grav 4=146(LC 1), 2=432(LC 1), 5=267(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-853/430 BOT CHORD 2-7=-500/787, 6-7=-500/787 WEBS 3-7=-166/485, 3-6=-9421599 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; 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. This ♦♦♦� QU N 3) truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ♦ P` 'S ���� 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 •• * G E N S; ' •;C� will fit between the bottom chord and any other members. ,♦♦♦ ♦ \r F •• 5) Refer to girder(s) for truss to truss connections. No 68182 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 126 Ito uplift at joint 4, 359 lb uplift at joint 2 and 122 lb uplift at joint 5. * :• •: = 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 45 lb up at 4-2-15, 45 lb up at 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 14-15, 34 lb �'0 up at 1-4-15, at 4-2-15, at 4-2-15, and 36 lb down at 7-0-14, and 36 Ito down at 7-0-14 on bottom chord. The design/selection of -O S 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). ��T�.AlLOAD A+ )Live �Standrd�'ss .% • 1) Dead Roof (balanced): Lumber Increase=1.25, Plate Increase=1.25 �� N A� E� Uniform Loads (plf) 1 Vert: 14=-54, 2-5=-20 Joaquin Vele PE No.68182 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. Tampa FL 33610 Date. January 5,2021 A WARNING - Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MTek®conneclors. 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 ANS11TPl1 quality Criteria, D.SB-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 T22342006 1449_B HJ2 Diagonal Hip Girder 2 1 Job Reference (optional) Builders FirslSource (Tampa, FL), Tampa, FL - 33564, 3x4 = ST1.5x8 STP = 6.43U 5 NOV 3U LULU mi I eK Inaustnes, Inc. I ue Jan 5 U6:4un 7 LULI rage i ID:hNQoQTzK_wvsy_l cN01y?Lz8mOV-wCFOYX8C41_kygv?84Ch296LG77F4KiLaEAp8zySaM 4-2-3 4-2-3 Scale = 1:10.6 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Wen L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.03 2-4 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Vert(CT) 0.03 2-4 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a nla BCDL 10.0 Code FBC2020IfP12014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Harz 2=78(LC 8) Max Uplift 3=-62(LC 8), 2=-319(LC 8), 4=-70(LC 8) Max Grav 3=80(LC 1), 2=213(LC 1). 4=58(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 15 lb FT = 20% Structural wood sheathing directly applied or 4-2-3 oc purlins. Rigid ceiling directly applied or 10-M oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; 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-M wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 62 lb uplift at joint 3, 319 lb uplift at joint 2 and 70 lb uplift at joint 4. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 28 lb down and 36 lb up at 1.4-15, and 28 lb down and 36 lb up at 14-15 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 (plo Vert: 1-3=-54, 2-4=-20 Concentrated Loads (lb) • Vert: 5=61(F=30,B=30) 00`�11111111/111,, PQUIN VFW �A* �GENs*F��'. i No 68182 ST OF :44/� :00�. All P Il111.1111 Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd Tampa FL 33610 Date: January 5,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. ' Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mirek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPH 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 T22342007 1449_B HJ3 Diagonal Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, d.4su s Nov aU ZUZu NII i eK mousmes, mc. i ue dan o uo:va: I Z ZuZ I rage i ID:hNQoQTzK_wvsy_1 cNOly?Lz8mOV-00pnit8grK6baMlhZrbREGhBRgOZ_XasaEzjLazySaL 1-5-0 7-0-2 1-5-0 7-0-2 Scale= 1:162 2.83 12 3x4 = ST1.5x8 STP = LOADING (psf) SPACING- 2-M CSI. DEFL. in (too) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.OB 24 >978 240 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.16 2-4 >507 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 rile We BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=114(LC 8) Max Uplift 3=132(LC 8), 2=-289(LC 8) Max Grav 3=154(LC 1), 2=303(LC 1). 4=114(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 23 lb FT = 20% Structural wood sheathing directly applied or 6-M oc purlins. Rigid ceiling directly applied or 10-M oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 132 lb uplift at joint 3 and 289 Ito uplift at joint 2. 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 Ito up at 4-2-15 on top chord, and 34 lb up at 1-4-15, 34 Ito up at 14-15, and at 4-2-15, and at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 2-4=-20 Concentrated Loads (lb) ' Vert: 6=58(F=29, B=29) ``��OPpUIN �V<C� No o 68182 �-0: :XZ �:. ST OF JJ Joaquin Velez PE No.68182 MITek USA, Inc. -FL Cert 6634 6904 Padre East Blvd. Tampa FL 33610 Date: January 5,2021 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 MITek0 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T22342008 1449 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 Jan 5 08:49:13 2021 Page 1 ID:hNQoQTzK wvsy_lcN01y?Lz8mOV-saN9zD9SceESCWtu7Z6gmTEHY4cRjkW?oujHuOzySaK �1-0-0 B4-4 15-10-13 18-3-2 , 23-7-0 i _ 29-11.6 37-1-8 38-1-8 -0- B4-4 7-6-8 24-5 5-3-14 64-6 17-2-2 1-" Scale = 1:70.1 4.00 F12 5x6 = 5x6 = 5x6 = ST1.5x8 STP = "' — `. 11 14 "' 12 11 ST1.5x8 STP = 4x6 = 3x4 = 4x6 = 5x8 = 3x4 = 2x4 II 4x6 = 4x6 = 9.6-7 1%. 23-7-0 29-11-6 37-1-8 9.6-7 8-8-11 5-3-14 64-6 7-2-2 Plate Offsets (X Y)— (2:0-2-6,Edge], [4:0-3-0,Edge], [6:0-3-0,Edge], [9:0-2-6,Edge] LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.42 14-16 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.73 14-16 >602 180 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.17 9 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 176 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 4-5,14: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.1 'Except* 13-15: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=04i-0, 9=0.8-0 Max Horz 2=-165(LC 10) Max Uplift 2=-813(LC 12), 9=-813(LC 12) Max Grant 2=1579(LC 17). 9=1576(LC 18) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-0698/2586, 3-5=-3590/2604, 5-6=-3157/2402, 6-7=-3025/2294, 7-8=-2986/2196, 8-9=-3808/2604 BOT CHORD 2-16=-2323/3567, 14-16=-1595/2520, 12-14=-1788/2769, 11-12=-2327/3538, 9-11=-2327/3538 WEBS 3-16=417/526,5-16=-721/1183,5-14=-840/1354,6-14=-1128/957,7-14=-208/415, 7-12=-201/496, 8-12=-869/632, 8-11=0/285 NOTES- ,`�11111111/,�� ��I 1) Unbalanced live loads have been for this design. ,��� QVIN / v� �� roof considered `% OP • - Imo, N 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. ♦♦� , ,•'�G E S'•. �� F '• 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-" to 3-0-0, Interior(1) 3-0-0 to 15-10-13, Exterior(2E) ♦ �. 15-10-13 to 18-3-2, Interior(1) 18-3-2 to 23-7-0, Exterior(2R) 23-7-0 to 27-7-0, Interior(1) 27-7-0 to 38-1-8 zone; cantilever left and No 6818 i 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 >A 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. .• O F (V 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q A, 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 T Q .' _ ♦♦ �i�F • 0 R will fit between the bottom chord and any other members, with BCDL = 10.Opsf. ('1 . •'�`�\ ♦�♦ 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 813 lb uplift at joint 2 and 813 lb uplift at joint 9. Joaquin Velez PE No.68182 MITek USA,.Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 ®WARNING- Verify design pammetem and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 611912020 BEFORE USE. ' Design valid for use only with MiTekOO connectom. 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 ANSUTP11 Quality Criteria, DSB-a9 and SCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T22342009 1449_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 Jan 5 08:49:14 2021 Page 1 ID:hNQoQTzK_wvsy_lcNOly?Lz8mOV-KnwXAZA4NyWpgS4gGevJhnSDU CSFi81YSgQTrySaJ 1-0 8-4-4 15-10-13 20-3-2 25-7-0 30-11-6 37-1-8 8-1- 18.4-4 7-6-8 44-5 5-3-14 5-4-6 6-2-2 1 -0 4.00 12 5x6 = 5x6 = 19 Scale = 1:70.1 ST1.&B STP = 16 Ia 14 I' 12 11 ST1.5x8 STP = 3x8 = 2x4 II 4x6 = 3x8 = 4x6 = 3x8 = 2x4 II 3x8 = LOADING (psi) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 'Except' 1-4: 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=-165(LC 10) Max Uplift 2=-813(LC 12). 9=-813(LC 12) Max Grav 2=1421(LC 1), 9=1421(LC 1) CSI. DEFL. in (loc) I/deb L/d PLATES GRIP TC 0.87 Vert(LL) 0.3912-14 >999 240 MT20 2441190 BC 0.78 Vert(CT) -0.72 12-14 >610 180 WB 0.73 Horz(CT) 0.16 9 n/a n/a Matrix-SH Weight: 173 Ito FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 3-10-11 oc bracing. WEBS 1 Row at midpt 3-14 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3380/2586,3-5=-2491/1994,5-6=-2450/2027,6-7=-2724/2250,7-8=-2946/2327, 8-9=-3454/2683 BOT CHORD 2-16=-2325/3130,14-16=-2325/3130,12-14=-2314/3113,11-12=-2435/3206, 9-11=-2435/3206 WEBS 3-16=0/311,3-14=-922/802,5-14=-886/1222,6-14=-1098/1020,6-12=477/458, 7-12=-387/633, 8-12=-518/506 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=40ft; eave=5ft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-" to 3-0-0, Interior(1) 3-M to 15-10-13, Exterior(2R) 15-10-13 to 19-10-13, Interior(1) 19-10-13 to 25-7-0, Exterior(2R) 25-7-0 to 29-7-0, Interior(1) 29-7-0 to 38-1-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 813 lb uplift at joint 2 and 813 Ito uplift at joint 9. PQUIN E NSF: ,,�i No 68182 -10 S T O F :'�4/ RIO ON A` 'e%'%% % Joaquin Velez PE No.68182 MITek USA, Ina FL Cert 6634 69N Parke East BW. Tampa FL 33610 Date. January 5,2021 A WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6/1912020 BEFORE USE. ��' Design valid for use only with Mi-rek®ocnnectors. 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 ANSI11rP11 Quality Criteria, DSB-a9 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 T22342011 1449 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 Jan 5 08:49:16 2021 Page 1 ID:hNQoQTzK_wvsy_1cN0iy?Lz8mOV-G92HbFBKvZdl3zcTohgNO6spNHfZw6dRUsxxVLzySaH 1-0 8-4-4 15-10-13 20-0-15 24-3-2 29-7-0 37-1-8 8-1 •0 8-4-4 7-6-8 4-2-2 4-2-2 5.3-14 7-6-8 -0 Scale = 1:70.1 4.00 12 5x6 = ST1.5x8 STP = 15 13 11 10 ST1.548 STIR = 3x8 = 2x4 II 46 = 4x12 = US = 2x4 II 3x8 = 4x10 MT20HS = LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) I/deb Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.54 11-13 >804 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.84 11-13 >523 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.18 8 nla n/a BCDL 10.0 Code FBC20201TP12014 Matrix-SH Weight: 174 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 5-0: 2x6 SP No.2, 7-9: 2x4 SP M 31. 1-4: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 344 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 1 Row at midpt 3-13. 6-13 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0.8-0 Max Horz 2=-165(LC 10) Max Uplift 2=-813(LC 12), 8=-813(LC 12) Max Grav 2=1421(LC 1).8=1421(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-0371/2552, 3-5=-2525/2006, 5-6=-2480/1983, 6-7=-4415/3492, 7-8=-3381/2588 BOT CHORD 2-15=-2292/3120,13-15=-2292/3120,11-13=-3313/4444,10-11=-2303/3117, 8-10=-2304/3126 WEBS 3-15=0/314,3-13=-890/747,5-13=-738/1109,6-13=-2233/1814,6-11=-522/550, 7-11=-1094/1445,7-10=-15/254 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2 Wind: AS - - - _ _ _ • L=40ft• eave=5ft• Cat. CE 7 16; Vult-160mph (3-second gust) Vasd-124mph; TCDL-4.2psf; BCDL 3.Opsf; h 15ft; B 45ft, , II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 3-0-0, Interior(1) 3-M to 15-10-13, Exterior(2R) 15-10-13 to 19-10-13, Interior(1) 19-10-13 to 29-7-0, Exterior(2R) 29-7-0 to 33-7-0, Interior(1) 33-7-0 to 38-1-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 813 lb uplift at joint 2 and 813 Ib uplift at joint 8. A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev SM912020 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 properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andior chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSWTP11 Quality Criteria, DSB-89 and BCSI Building Component Safety fntormation available fmm Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 ,,�1111111/�/��, I N ,.�`01 ........ ..... VF�F GENS No 68182 Is �. ice••• or 1 '� � T� EN% Joaquin VeIeYPE ND.68182 MITek IJSk Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 Welk' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22342012 1449_B T5 Roof Special 1 1 Job Reference (optional) tsullaers hlfstbource (I ampa, t-L), I ampa, rL - 3Sbt74, 8-4-4 7-6-8 4.00 12 5x6 = 5 8.43U s NOV 3U zUZU MI I eK Inaustnes, Inc. I ue Jan b 08:49:1 f 2U21 ID:h NQoQTzK_wvsy_l cNOly?Lz8mOV-kLcgpbCzgtlth7AfMOBcxJOz8hO8fYSbjWhU 1 5-3-14 5-6-8 Scale = 1:70.1 ST1.5x8 STP = 16 �0 14 13 12 11 ST1.5x8 STP = 46 = 2x4 II 46 = 3x10 = 6x12 MT20HS = 3x10 = 2x4 II 3x8 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-M Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.89 BC 0.83 WB 0.98 Matrix-SH DEFL. in (loc) I/deft Ud Vert(LL) 0.61 13 >714 240 Vert(CT) -0.87 13-14 >502 180 Horz(CT) 0.18 9 n/a nla PLATES GRIP MT20 2441190 MT20HS 187/143 Weight: 172 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except* TOP CHORD Structural wood sheathing directly applied. 4-5,8-10: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 3=1-1 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 1 Row at midpt 3-14. 6-14 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-M Max Horz 2=-165(LC 10) Max Uplift 2=813(LC 12). 9=-813(LC 12) Max Grav 2=1421(LC 1), 9=1421(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3379/2546, 3-5=-2492/1971, 5-6=-2487/1982, 6-7=-4342/3387, 7-8=-5261/4116, 8-9=-3498/2670 BOT CHORD 2-16=-2286/3128, 14-16=-2286/3128, 13-14=-3037/4121, 12-13=-3995/5316, 11 -1 2=-2399/3234, 9-11 =-2398/3245 WEBS 3-16=0/327,3-14=-930/781,5-14=-785/1153,6-14=-1948/1602,7-12=-702/603, 8-12=-1648/2156,6-13=-611/922,7-13=-1436/1152 NOTES- 1 ) Unbalanced roof live loads have been considered for this design. `�1111111'll/I,I `�t vtj N V F�F 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B�5ft; L=40ft; eave=5ft; Cat. ,�� OP°. It: Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-M to 3-0-0, Interior(1) 3-0-0 to 15-10-13, Exterior(2R) ♦♦� , ,••�G E N S' •• �ji 15-10-13 to 19-10-13, Interior(1) 19-10-13 to 31-7-0, Exterior(2R) 31-7-0 to 35-7-0, Interior(1) 35-7-0 to 38-1.8 zone; cantilever left ♦ �. F��•, and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber N O 68182 • •: 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. 'O ; ' 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 bottom chord live load nonconcurrent with any live loads. ,. S F ••' (V psf other 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 O � �� T Q �: _ ♦♦ i�,�s •: N will fit between the bottom chord and any other members. R `♦♦ ��•�\ �I, 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 813 lb uplift at joint 2 and 813 lb uplift at . tS� ��% joint 9. .,,i1 N qi 0,0. Joaquin Velez PE No.68182 MITek USA,.Inc. FL Urt 6534 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 ING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. ' lid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building oomponenf, not stem. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall r.f. esign. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MADW n, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPN Quality Criteria, DSB•89 and BCS/ Building component ormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Parke 6904 Parke East Blvd. East Tampa, FIL 36610 Symbols PLATE LOCATION AND ORIENTATION 14- 314' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0'1/1 fi - -I- For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. ` Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use 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. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. 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 R� MiTek MiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSIfrPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/rPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.