Loading...
HomeMy WebLinkAboutTrussARROW ON THE TRUSS REPRESENTS ITS LEFT END TOE -NAIL CONNECTION FROM JACKS TRUSS'S PER MITEK CONNECTION DETAIL JjBuViffs FirstSource Builders FirstSource 1602 INDUSTRIAL PARK DR PLANT CITY FL Phone:(813) 759-5922 Fax: (813) 752-1532 hftpJ/www.bldr.com General Notes: - Per ANSI/TPI 1-2007 all " Truss to Wall" connections are the responsibility of the Building Designer, not the Truss Manufacturer. Dimensions are Feet -Inches- Sixteenths. VC�IVEp - Trusses are to be 24" o.c. unless noted R otherwise (U.N.O.) Trusses are not designed to support brick U.N.O. Do not cut or modify trusses without first MAR AUULL contacting Builders FirstSource. 1� - Immediately contact Builders FirstSource if trusses are damaged. perm�in9`e �ountY nt Connection Notes: 51. Lu - 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 Feld Supervisor are to verify all dimensions, trap locations, and options prior to installation Dimension Notes: - Drawing not to scale. Do not scale dimensions ENCLOSED BUILDING (COND. 1)(CAT. II) 160 MPH EXPOSURE C TCLL: 20 PSF TCDL: 7 PSF BCLL: 10 PSF "Non -Concurrent" BCDL: 10 PSF DURATION: 1.25 Only reactions greater than 5,000 Ibs & uplifts greater than 1,000 lbs are noted on the truss placement page Wade 7urney Homes 1650 Grp 2 Elevation B Lot Swing Right Layout: 1615_B_ Date: 06/06/19 Revision History: Rev1: Rev2: Rev3: NOT TO Iof1 ® 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: 1650_B - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Wade Jurney Homes Project Name: _ Model: 1650 B Tampa, FL 33610-4115 Lot/Block: 8022 Subdivision: Lakewood Park Address: Belleair 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 8r 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 24 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T22343091 Al 1/5/21 2 T22343092 CA 1/5/21 3 T22343093 CJ3 1/5121 4 T22343094 CJ5 1/5/21 5 T22343095 EJ2 1/5/21 6 T22343096 EJ4 1/5/21 7 T22343097 EJ6 1/5/21 8 T22343098 EJ7 1/5/21 9 T22343099 GE1 1/5/21 10 T22343100 GR1 1/5/21 11 T22343101 GR2 1/5/21 12 T22343102 GR3 1/5/21 13 T22343103 H1 1/5/21 14 T22343104 H2 1/5/21 15 T22343105 H3 1/5/21 16 T22343106 H4 1/5/21 17 T22343107 H5 1/5/21 18 T22343108 H6 1/5/21 19 T223431.09 H7 1/5/21 20 T22343110 H8 1/5/21 21 T22343111 H9 1/5/21 22 T22343112 HA 1/5/21 No. Seal# Truss Name Date 23 T22343113 HJ2 1/5/21 24 T22343114 HJ3 115/21 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: ORegan, Philip My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification j that the engineer named is licensed in the jurisdicticn(s) identified and that the G,;,designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. �GENS 8126 D STATE. O F i 0' Philip J. O'Regan PE No.58126. MITek USA'. Inc. FL Cert 6634 6904. Parke East Blvd. Tampa FL 33610 Date: January 5,2021 ORegan, Philip 1 of 1 Truss Truss Type Qty Ply T22343091 �ob 650_B Al Common 12 1 Job Reference (optional) Builders FirstScurce (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 09:31:22 2021 Page 1 ID:InOSxDl?zEJa_tKrck6s3Nz9Jrs-J7hDlzmpl gtc6AixmB_kmoTV_XmYmZNFLsgb8xzyRyp 11-0-Q 6-11-3 13-0-9 19-2-0 25-3-7 31-4-13 38-4-0 6-1-7 6-1-7 6-1-7 6-1-7 —3 3� Scale = 1:68.4 5x6 = 4.00 12 ST1.5x8 STP = "' "' 14 "' ST1.5x8 STP = 3x8 = 3x4 = 4x6 = 3x8 = 4x6 = 3x4 = 3x8 = I 6 Plate Offsets (X,Y)— [2:0-0-2,Edge1, [10:0-0-2,Edge1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.39 14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.60 12-14 >753 180 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.17 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 178 Ito 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 3-10-10 oc bracing. 13-15: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=-197(LC 10) Max Uplift 2=-837(LC 12), 10=-837(LC 12) Max Grav 2=1466(LC 1), 10=1466(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3506/2625, 3-5=-3200/2393, 5-6=-2240/1807, 6-7=-2240/1807, 7-9=-3200/2393, 9-10=-3506/2625 BOT CHORD 2-16=-2371/3267, 14-16=-1884/2700, 12-14=-188612700, 10-12=-2373/3267 WEBS 6-14=-760/1076,7-14=-790/719,7-12=-242/553,9-12=-360/433,5-14=-790/719, 5-16=-242/553, 3-16=-3601433 NOTES- 1) Unbalanced roof live loads have been considered for this design. ,111111111111111, 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. %% Fr1 �j 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 19-2-0, Exterior(2R) 19-2-0 to 23-2-0, Interior(1) 23-2-0 to 39-4-0 left left for �% N�,� G E N & �• v�9,y �� zone; cantilever and right exposed ; end vertical and right exposed;C-C `��Q� .• �••-, members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 v 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific = No 58126 �•. to the use of this truss component. = * �� 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. ` This has for 5) truss been designed a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. = 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except Ut=lb) 2=837, 10=837. F 41J ' O R .,0"; �/11111.11111� Phlllp J. O'Regan PE No.58126 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 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 ANS117p11 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 T22343092 1650 B CA Comer Jack 10 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 09:31:24 2021 Page 1 ID:InOSxDI?zEJa_tKrck6s3Nz9Jrs-FVozAfn3ZI7KLTsKucl CsDZ?XLfl EgOYp9JiDgzyRyn -1-0-0 1-0-0 1-0-0 1-0-0 Scale = 1:6.1 2x4 = ST1.5x8 STP = LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 5 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=44(LC 12) Max Uplift 3=-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 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;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. , 00p J. �,R F� �j� 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) ��" ��� ,.• , ���Q`Z` ,• G E N,9 F'•• 2=142. \, No 58126 OF S.<ORIQ.,. �\,�. Philip J. O'Regan PE No.58126 Mffek 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 andlor chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 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 u Job Truss Truss Type Qty Ply T22343093 1650 B CJ3 CORNERJACK 10 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 09:31:25 2021 Page 1 ID:InOSxDI?zEJa_tKrck6s3Nz9Jrs-jiMMN?ohKbFBzdRWSKYROQ59lk_Jz7eh1 p3FIGzyRym -1-0-0 3-0-0 1-0-0 3-0-0 3x4 = ST1.5x8 STP = 3-0-0 3-0-0 Scale = 1:9.4 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deb L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.01 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-P Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-M oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-M, 4=Mechanical Max Horz 2=79(LC 12) Max Uplift 3=43(LC 12). 2=-216(LC 12), 4=42(LC 8) Max Gram 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. 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 pat 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 100 lb uplift at joint(s) 3, 4 except (jt=1b) 2=216. N �G E 1V,9 No 58126 .�� -53 ' Of 411111.11N AL ,1 0 Phlllp J. O'Regan PE No.58126 MiTek USA, Inc. FL Cert 6634 6904 Parke East BIVd. Tampa FL 33610 Date: January 5,2021 ® WARNING - Vedfy 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 andlor chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/7P11 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 Clty Ply T22343094 1650_B CJ5 Comer Jack 6 1 Job Reference (optional) a Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 1-0-0 4x6 = 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 [nor YES WB 0.00 BCDL 10.0 Code FBC2020ITPI2014 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. 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 U9:31:25 2021 Page 1 ID:InOSXDI?zEJa_lKrck6s3Nz9Jrs-BuwkbLpJ5vN2bnOi? 13gxeeCK8HfiaugGTopHizyRyl Scale = 1:13.3 DEFL. in (loc) Vdefl L/d PLATES GRIP Vert(LL) -0.03 24 >999 240 MT20 244/190 Vert(CT) -0.05 24 >999 180 Horz(CT) -0.00 3 We We Weight: 17 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-M oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=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 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 100 lb uplift at joint(s) except Qt=lb) 3=105. 2=187. F • .� No 58126 . .OR1 C?�% Phillp J. @'Regan PE No.58126 MiTek USA, Inc. FL Cert 6634 6994 Parke 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. 5/1912020 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 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?P11 Quality Criteria, DSB-89 and Bost 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 T22343095 1650_B EJ2 Jack -Open 2 1 Job Reference (optional) w Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 2x, 2-6-8 2-6-8 4.00 12 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 09:31:26 2021 Page 1 I D:InOSXDI?zEJa_tKrck6s3Nz9Jrs-BuwkbLpJ5vN2bnOi? 139xeeG38HeiaugGTopHizyRyl Scale= 1:15.6 3x4 = 2-6-8 2-6-8 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deb L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.01 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) 0.01 34 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.04 2 n1a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-R Weight: 10 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 4=104(LC 12) Max Uplift 4=-13(LC 8), 2=-76(LC 12), 3=-21(LC 12) Max Grav 4=86(LC 1), 2=69(LC 17), 3=45(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 3-8-0 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. ♦♦�� Q j 0'/3 F 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2, 3. ♦ No 58126 �•' OF Z Nam,♦ ���SS A� E��♦♦♦ �O N Phillip J. @'Regan PE No.58126 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 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 ANSITPH Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T22343096 1650 B EJ4 Jack -Open 6 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. I ue Jan b U9:31:2( ZUZ1 Nage 1 ID:InOSxDI?zEJa_tKrck6s3Nz9Jrs-f4U6ohgxsDVvCxbvZkavTrBS?YfZR18—V7YMp8zyRyk 1-0-0 4-0-0 100 400 - 44 = STP = Scale = 1:11.1 Plate Offsets (X Y)— [2.0-2-14 Edge) LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Ilde6 Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.02 24 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.02 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 nla n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-P Weight: 14 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-M oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=97(LC 12) Max Uplift 3=-76(LC 12), 2=-244(LC 12), 4=-59(LC 8) Max Grav 3=87(LC 17), 2=219(LC 1), 4=72(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 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) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 3-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom 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 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=244. `,t1111111ill,,E Ns No 58126 Philip J. O'Regan PE No.58126 MiTek USA, Inc. FL Cert 6W4 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. 6N912020 BEFORE USE. Design valid for use only with MiTe1k0 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 MiTeW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 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 T22343097 1650_B IEJ6 Builders FirstSource (Tampa, FL), Jack -Open Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 09:31:28 2021 Page 1 ID:InOSxDI?zEJa_tKrck6s3Nz9Jrs-7H2U?OrZcWdmg5A57S5803jT8ywbAU07jn HvMbzyRyj 6-6-8 6-6-8 4x4 = ST1.5x8 STP = 6-6-B Scale: 3/4'=l' LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc), I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.09 2-4 >862 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.17 2-4 >431 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC20201TP12014 Matrix-P Weight: 22 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. 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=142(LC 12) Max Uplift 3=-149(LC 12), 2=-209(LC 12) Max Grav 3=160(LC 17). 2=307(LC 1), 4=123(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-M, Interior(1) 3-0-0 to 6-5-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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 ,011111 II111 j� ,ICI will fit between the bottom chord and any other members.J• 5) Refer to girder(s) for truss to truss connections. �rR 6) Provide mechanical connection (by others) of truss to bearing capable of withstanding 100 lb at joint(s) except Ut-lb) �� ��; G E N S •• '9jL ;� plate uplift ,��Q� ••'� F•••, 3=149, 2=209. No 58126 �:• OF :�44/ , Philip J. O'Regan PE No.58126 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33616 Date: January 5,2021 AL WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. ' Design valid for use only with MiTekO 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(rPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetylnformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22343098 1650 B EJ7 Jack -Open 14 1 Job Reference (optional) I Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 46 = ST1.5x6 STP = 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 6.73 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC202OfTP12014 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. ts.4su s Nov 30 2020 MI I ek Incius[nes, Inc. I ue aan a ua:o i:29 4u4 i rage 1 ID:InOSxDI?zEJa_tKrck6s3Nz9Jrs-cTcsDMrCNgldSFIHhgcNYGGgiMC3vweHyR1 Tu 1 zyRyi 7-0-0 7-0-0 Scale = 1:16.9 N rr N DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) 0.16 2-0 >490 240 MT20 244/190 Vert(CT) -0.18 2-0 >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 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) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-114 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=143,2=216. ,,\\\IIII11111/�I .,44Q��V °\0 E IN No 58126 F 4C/ :0 •w Al-Ec.•``% '��111111.111\\\\ Phlllp J. O'Regan PE No.58126 Mrrek 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 Mil-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with M7ek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11rP11 Quality Criteria, DSB-89 and 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 T22343099 1650_13 GE1 Common Structural 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 09:31:31 2021 Page 1 ID:InOSXD l?zEJa_lKrck6s3Nz9Jrs-Yrjde2tSvR?LhYugoafrehLlj9gfNdbaQl WaywzyRyg 1-0 6-11-3 13.0-9 19-2-0 25-3-7 31-4-13 38-4-0 9-4- 6-1-7 6-1-7 6-1-7 6-11-3 -0- Scale = 1:68.4 5x6 = 4.00 12 n IA 6 ST1.5x8 STP = '� — 14 "" ST1.5x8 STP = 3x8 = 3x4 = 4x6 = 3x8 = 4x6 = 3x4 = 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/TP12014 CSI. TC 0.83 BC 0.91 WB 0.87 Matrix-SH DEFL. in (loc) I/deg L/d Vert(LL) 0.39 14 >999 240 Vert(CT) -0.60 12-14 >753 180 Horz(CT) 0.17 10 nla n/a PLATES GRIP MT20 2441190 Weight: 196 Ito 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 3-10-10 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=-197(LC 10) Max Uplift 2=-837(LC 12), 10=-837(LC 12) Max Grav 2=1466(LC 1), 10=1466(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3506/2625, 3-5=-3200/2393, 5-6=-2240/1807, 6-7=-2240/1807, 7-9=-3200/2393, 9-10=-3506/2625 BOT CHORD 2-16=-2371/3267, 14-16=-1884/2700, 12-14=-1886/2700, 10-12=-2373/3267 WEBS 6-14=-76011076,7-14=790/719,7-12=-242/553,9-12=-360/433,5-14=-790/719, 5-16=-242/553, 3-16=-360/433 NOTES- ♦♦,111111171/���, 1) Unbalanced roof live loads have been considered for this design. ♦♦♦ F� /� 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 19-2-0, Exterior(2R) ♦� ��,� .••�G E N S "• '92% ,�♦Q� = V F•'•, 19-2-0 to 23-2-0, Interior(1) 23-2-0 to 39-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 NO 58126 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 oc. •, OF • • i 0 7) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. ,•; "i'� C R p Q i`• 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 ��� ss • •,, • •, �>`, will fit between the bottom chord and any other members. / \ N A♦�♦♦ 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)/� "'11 ' 1, 2=837, 10=837. Philip J. O'Regan PE No.58126 MITekUSA, 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. SM9/2020 BEFORE USE. ` Design valid for use only with MITsk@ 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 time 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 ANS11rPI1 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 l Job Truss Truss Type Qty Ply T22343100 1650_B GR1 Hip Girder 1 Job Reference (optional) tautloers Flrstsource l I ampa, I-L), I ampa, rL - ssoov, 0.40U s NOV dU zuzU Mi I eK mousmes, inc. i ue dan o ue:scoo zuz-1 rage i ID:InOSxDl?zEJa_tKrck6s3Nz9Jrs-UErN3kuiR3F2ws22w?hJj6RPGzX8rWast3?g 1 ozyRye -1-0-0 7-0-0 15-0-12 23-3-4 31-4-0 - _i— 38-4-0 $9-4-0 -0- 7-0-0 8-0-12 8-2-8 8-0-12 7-0-0 -0- Scale = 1:69.6 6x12 MT20HS = 6x12 MT20HS = 4.00 12 2x4 II 6x8 = 4x4 = 3 16 17 18 19 4 20 21 22 523 6 24 25 26 27 7 ST1.5x8 STP = 15 28 29 14 30 13 31 32 33 34 12 35 11 36 37 10 ST1.5x8 STP = 2x4 II 6x8 = 7x8 = 5x6 = 6x8 = 2x4 11 Plate Offsets (X,Y)— [2:0-7-10,0-0-5], [3:0-6-0,0-1-111, [5:0-4-0,Edge], [7:0-6-0,0-1-11], [8:0-7-10,0-0-5] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.84 12-13 >536 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -1.03 12-13 >439 180 MT20HS 1871143 BCLL 0.0 Rep Stress Incr NO WB 0.90 Horz(CT) 0.15 8 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-SH Weight: 437 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except' TOP CHORD 3-5,5-7: 2x6 SP M 26 BOT CHORD BOT CHORD 2x6 SP No.2 `Except` 11-14: 2x6 SP M 26 WEBS 2x4 SP No.3 `Except` 3-13,6-13,7-12: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=78(LC 7) Max Uplift 2=-1877(LC 8), 8=-1886(LC 8) Max Grav 2=2919(LC 1), 8=2913(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-8180/5096, 3-4=-12896/8185, 4-6=-12893/8181, 6-7=-12857/8173, 7-8=-8160/5121 BOT CHORD 2-15=-471717682, 13-15=-4708/7651, 12-13=-8019/12853, 10-12=-0733/7633, 8-10=-4741/7664 WEBS 3-15=-161/721,3-13=-3451/5542,4-13=-1077/977,6-12=-1079/960,7-12=-3414/5520, 7-1 0=-1 59/721 Structural wood sheathing directly applied or 3-9-7 oc purlins. Rigid ceiling directly applied or 7-4-3 oc bracing. NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=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 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1877. 8=1886. �1111111111j %%` �p J. OF No 5.8126 13 '33•• OF •�� O ' • �[/ 111 Philip J. O'Regan PE No.58126 MiTekUSA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33616 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 MiTek"O connectors. This design is based only upon parameters show, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IVIiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS1171e11 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 Qly Ply T22343100 1650_B GR1 Hip Girder 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 6.43U s Nov su zuzu MI I eK inausmes, Inc. i ue San o uu:o i:oo 262l rage 2 ID:InOSxD I?zEJa_lKrck6s3Nz9Jrs-UErN3kuiR3F2ws22w?hJj6RPGzX8rWast3?gl ozyRye NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 221 lb down and 260 lb up at 6-11-12, 106 lb down and 134 lb up at 9-1-1, 106 lb down and 134 lb up at 11-1-1. 106 lb down and 134 lb up at 13-1-1, 106 lb down and 134 lb up at 15-1-1, 106 lb down and 134 lb up at 17-1-1, 106 lb down and 134 lb up at 18-4-7, 106 lb down and 134 lb up at 19-2-15, 106 lb down and 134 lb up at 21-2-15, 106 lb down and 134 lb up at 23-2-15, 106 lb down and 134 lb up at 25-2-15, 106 lb down and 134 lb up at 27-2-15, and 106 lb down and 134 lb up at 29-2-15, and 221 lb down and 260 lb up at 314-4 on top chord, and 296 lb down and 203 lb up at 7-0-0, 81 lb down and 20 lb up at 9-1-1, 81 lb down and 20 lb up at 11-1-1. 81 lb down and 20 Ito up at 13-1-1. 81 lb down and 20 lb up at 15-1-1, 81 lb down and 20 lb up at 17-1-1, 81 lb down and 20 lb up at 18-4-7, 81 Ito down and 20 lb up at 19-2-15, 81 lb down and 20 lb up at 21-2-15, 81 lb down and 20 lb up at 23-2-15, 81 lb down and 20 lb up at 25-2-15, 81 lb down and 20 lb up at 27-2-15, and 81 lb down and 20 lb up at 29-2-15, and 296 lb down and 203 lb up at 31-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-7=-54, 7-9=-54, 2-8=-20 Concentrated Loads (lb) Vert: 3=-176(F) 7=-176(F) 15=-296(F) 13=-57(F) 4=-1 06(F) 6=-1 06(F) 12=-57(F) 1 0=-296(F) 16=-1 06(F) 17=-106(F) 18=-106(F) 20=-106(F) 21 =-1 06(F) 22=-1 06(F) 23=-106(F) 25=-106(F) 26=-106(F) 27=-106(F) 28=-57(F)29=-57(F) 30=-57(F) 31=-57(F) 32=-57(F) 33=-57(F) 34=-57(F) 35=-57(F)36=-57(F) 37=-57(F) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/10/2020 BEFORE USE. ' Design valid for use only with MiTek@ connectors. This design is based only upon parametersshown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22343101 1650_13 GR2 Roof Special Girder 1 1 Job Reference (optional) builders f-IrstSource (I ampa, I-L), I ampa, t-L - 33bb4, 6.43U S NOV JU ZUZU MI I eK Inoustnes, Inc. 1 ue Jan b U9:J1:J4 ZUZI rage 1 ID:InOSxDI?zEJa_tKrck6s3NzgJrs-yQPIG4vKCMNvYOdFTjCYFKzV BNwpaySO6jkEZFzyRyd -2 8-61 2-01-08 171-0-8 I -26-10-8 338-4-00 2411-0 4-11-0 6-8-2 0-6 7-0 Scale = 1:72.4 4.00 12 NAILED NAILED Bx14 MT20HS 5x6 = 6x8 —_ NAILED NAILED NAILED NAILED 4 22 5 2x4 11 7x14 MT20HS = NAILED 4x4 = 2x4 3 Special NAILED 8x14 MT20HS NAILED 32 10 33 4x12 N 11 12 n Z ST1.5x8 STP = 21 20 19 18 17 34 35 36 16 37 15 38 14 39 40 41 13 ST1.5x8 STP = 5%8 = 4x8 = 5x6 =2x4 II 6x12 MT20HS = NAILED 4x4 = NAILED 4x8 = NAILED 2x4 II 5x8 = NAILED 7xl4 MT20HS WB = NAILED NAILED NAILED NAILED NAILED NAILED i 8-6-8 10-1-6 12-1-8 17-0-8 2126-10-8 31-9-8 38-4-0 8-6-6 1-7-0 2-0-0 4-11-0 4-11-0 4-11-0 4-11-0 6-6-8 Plate Offsets (X Y)— [2:0-4-14,0-0-0], [5:0-5-0,0-2-8], [8:0-7-0,0-4-8], [10:0-10-12,0-2-12], [11:0-5-5,0-2-0], [14:0-3-8,0-2-0] LOADING (psf) SPACING- 2-M CS]. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 1.31 16-17 >346 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -1.58 16-17 >286 180 MT20HS 1871143 BCLL 0.0 Rep Stress Incr NO WB 0.99 Horz(CT) 0.19 11 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 233 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 14-12 oc purlins. 6-8,8-10: 2x6 SP No.2, 10-12: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 3-10-15 oc bracing. BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* "Special' indicates special hanger(s) or other connection device(s) 4-21,5-20,6-17,10-14: 2x4 SP No.2 required at location(s)shown. The design/selection of such special OTHERS 2x4 SP No.3 connection device(s) is the responsibility of others. This applies to all applicable truss designs in this job. REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=94(LC 7) Max Uplift 2=1180(LC 8). 11=-1543(LC 8) Max Grav 2=1870(LC 1), 11=2394(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4881/3003, 34=4640/2834. 4-5=-4310/2681, 5-6=-5421/3407, 6-7=-9445/6047, 7-8=-9444/6046, 8-9=-10152/6476, 9-10=-9089/5795, 10-11=-6607/4110 BOT CHORD 2-21=-2755/4571, 20-21=-2954/4957, 19-20=-4647/7612, 17-19=-4646/7603, 16-17=-6359/10169,14-16=-5651/9087,13-14=-3794/6185,11-13=-3796/6207 WEBS 3-21=-305/230,4-21=-746/1282,5-21=-1275/864,5-20=-1809/2766,6-20=-3783/2408, 6-17=-136712080, 7-17=-369/372, 8-17=-875/699, 8-16=-239/345, 9-16=-741/1154, 9-14=-1038/859, 10-14=-2017/3153, 10-13=-23/478 NOTES- •�C' E N S ••y'7j1 '.i ��,Q�\\' F•••• (� 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=1511; B=45ft; L=40ft; eave=5ft; Cat. = NO 58126 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) Building Designer I Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 i��� • (O R ` Q •P;� `�,� will fit between the bottom chord and any other members. , •, , `� �/ SSA • • •�\ 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) ��/�IO,N A,",`0��� 2=1180, 11=1543. 9) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. Philip J. 0.Regan PE No.58126 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 209 lb down and 177 lb up at Welk USA, Inc. FL Cert 6634 31-9-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 6904 Parke East Blvd. Tampa FL33610 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Date: January 5,2021 ®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 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 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 ANS111P11 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22343101 1650_B GR2 Roof Special Girder 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 09:31:34 2021 Page 2 I D:I n 0 SxD I?zEJ a_lKrck6s3Nz9J rs-yQPI G4vKCM NvYOd FTjCYFKzV BNwpaySO6jkEZFzyRyd LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-5=-54, 5-6=-54, 6-10=-54, 10-12=-54, 2-11=-20 Concentrated Loads (lb) Vert: 10=-153(B) 18=-6(B) 13=-136(B) 24=-6(B) 25=-6(B) 26=-104(B) 27=-104(B) 28=-104(B) 30=-1 04(B) 31=-104(B) 32=-104(B) 33=-1 04(B) 34=-6(B) 35=-41(B) 36=-41(B)37=41(B)38=41(B)39=41(B)40=-41(B)41=-41(B) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5110/2020 BEFORE USE. ' Design valid for use only with MiTekil 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 ANS117PI1 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 T22343102 1650_13 GR3 HIP GIRDER 1 1 Job Reference (optional) Builders FirslSource (Tampa, FL), Tampa, FL - 33564. 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 09:31:36 2021 Page 1 ID:InOSxDI?zEJa_tKrck6s3Nz9Jrs-upXWhmxbk-ddnJndb7EOL13xUAgD2zPJZ1 DKe7zyRyb 1-0-0 4-0-0 9-4-0 14-8-0 18.8-0 1-0-0 4-0-0 5-4-0 5.4-0 4-0-0 ' Scale = 1:33.8 5x6 = 4.00 12 0 3x6 = 2x4 II 10 16 4x6 = 4x6 = 3 11 12 9 13 14 15 5 46 = 17 9 3x6 = s 8 18 7 4x6 = ST1.5x8 STP = 3x6 = 4-0-0 9.4-0 14A-0 1 ¢-8T0 18-8-0 4-0-0 5-4-0 5-0-0 -4- 4-0-0 Plate Offsets (X Y)- [2:0-3-0,Edge), [6:0-3-0,Edge) LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Ildefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.03 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.05 9-10 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.57 Horz(CT) -0.01 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 78 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-5 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-0-2 oc bracing. WEBS 2x4 SP No.3 QUALIFIED BUILDING DESIGNER OR PROJECT ENGINEER SHALL REVIEW THE INPUT LENGTH AND PLACEMENT OF CONNECTION TO TRANSFER LATERAL FORCES TO THE REACTIONS. All bearings 14-4-0 except Qt=length) 6=0-8-0. SUPPORTING STRUCTURE AS STATED IN THE DRAG LOAD NOTE BELOW. (lb) - Max Horz 2=49(LC 23) Max Uplift All uplift 100 lb or less at joint(s) except 6=-576(LC 26). 2=-594(LC 25), 10=-560(LC 25). 9=-714(LC 25), 7=-568(LC 26) Max Grav All reactions 250 lb or less at joint(s) except 6=575(LC 23), 2=556(LC 22), 10=478(LC 1), 9=655(LC 37), 7=464(LC 1), 7=464(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1431/1410, 3-4=-1256/1296, 4-5=-875/865, 5-6=-1420/1492 BOT CHORD 2-10=-1332/1349,9-10=-1018/1003,7-9=-1281/1315,6-7=-1369/1321 WEBS 3-10=-329/438,3-9=-956/992,4-9=-479/765,5-7=-329/506,4-7=-979/1022 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. `t%J1111111/1/' 11; Exp C; Encl.. GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber %%%, Q 3, 0 II DOL=1.60 late grip DOL=1.60 P 9 P 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific , ���.�•,...,, `��Q� . G E N S<••. F to the use of this truss component. �� 4) Provide adequate drainage to prevent water ponding. No 58126 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 chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide - k will fit between the bottom chard and any other members. 7) Provide mechanical connection (by others) of truss to bearing capable of withstanding 576 lb uplift at joint 6, 594 lb uplift at "O plate 2, 560 lb at 10, 714 lb at joint 9 and 568 lb uplift at joint 7. i STVF joint uplift joint uplift 8) This has been designed for drag load 250 Lumber DOL=(1.33) Plate DOL=(1.33) Connect drag �• truss a total of plf. grip truss to resist _4(/ ii,T • loads along bottom chard from 0-0-0 to 18-8-0 for 250.0 plf. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 84 lb down and 119 lb up at Q •Q;• �j�s(1'• Q R `Q1,,10. •�\ 4-M.40Ib down and 87 lb up at 5-1-1, 40 Ib down and 87 lb up at 7-1-1, 40 lb down and 87 lb up at 9-1-1, 40Ib down and 87 lbl)/ %%� /I���O N A) -lit, up at 9-6-15, 40 lb down and 87 lb up at 11-6-15, and 40 lb down and 87 lb up at 13-6-15, and 84 lb down and 119 lb up at 14-8-0 on top chord, and 41 lb down and 72 lb up at 4-0-0, 36 lb down and 64 lb up at 5-1-1, 36 lb dawn and 64 lb up at 7-1-1, 36 to down and 64 lb up at 9-1-1, 36 lb down and 64 lb up at 9-6-15, 36 lb down and 64 lb up at 11-6-15, and 36 lb down and 64 lb up at Phjllp J. O'Regan PE No.58126 13-6-15, and 41 lb down and 72 lb up at 14-8-0 on bottom chord. The design/selection of such connection device(s) is the MiTek USA, Inc. FL Cert 6634 responsibility of others. 6904 Parke East Blvd. Tampa FL 33610 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Date: January 5,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII4473 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 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 ANS177F11 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 T22343102 1650 8 GR3 HIP GIRDER 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 6.43U s Nov 3U LULU MI I eK InoUSlneS, Inc. I ue Jan 5 U'J:31:36 1UL1 rage L ID:InOSXDI?zEJa_lKrck6s3NzgJrs-upXWhmxbk_ddnJndb7EOL13xUAgD2zPJZ1 DKe7zyRyb LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 5-6=-54, 2-6=-20 Concentrated Loads (lb) Vert: 5=-56(B) 8=-1 8(B) 10=-13(B) 9=-36(B) 3=-56(B)4=-80(3) 11=40(B) 12=40(B) 13=-40(B) 14=-40(B) 16=-1 8(B) 17=-18(B) 18=-18(B) 19=-13(B) ® 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 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 ANSUTPl1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safelylntdrmation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22343103 1650_13 H1 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 09:31:37 2021 Page 1 ID:InOSXDI?zEJa_tKrck6s3Nz9Jrs-N?5uu5yDVHmUPTMg9rlFtybl NassnQaSohzuAZzyRya 11-0� 4-10-14 9-0.0 15-8-12 22-7-4 29-4-0 , 33-5-2 38-4-0 a9-4-0 -D 4-10-14 4-1-2 6-8-12 6-10-8 6-8-12 4-1-2 4-10-1't ti-0-d Scale = 1:69.6 a� 0 Plate 4.00 12 5x6 = 3x4 = 46 = 2x4 II 5x6 = 420 2122 5 6 7 2324 8 25 2x4 _- ----- 2x4 319 9 18 26 27 1 ST1.5x8 STP = 3x8 = 17 16 15 14 13 12 3x4 = 4x6 = 3x6 = 5x8 = 46 — 3x4 = LOADING (psf) SPACING- 2-M TCLL 20.0 Plate Grip DOL 125 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' 4-6,6-8: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except` 13-16: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=-98(LC 10) Max Uplift 2=-837(LC 12), 10=-837(LC 12) Max Grav 2=1466(LC 1), 10=1466(LC 1) ST1.5x8 STP = 3x8 = CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.94 Vert(LL) 0.62 14-15 >728 240 MT20 2441190 BC 0.99 Vert(CT)-0.8914-15 >508 180 WB 0.51 Horz(CT) 0.20 10 n/a n/a Matrix-SH Weight: 180 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-15. 8-14 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3539/2882, 3-4=-3322/2609, 4-5=-4245/3423, 5-7=4244/3422, 7-8=-4245/3421, 8-9=-3322/2609,9-10=-3539/2882 BOT CHORD 2-17=-2635/3296, 15-17=-2283/3107, 14-15=-3169/4245, 12-14=-2275/3107, 10-12=-2626/3296 WEBS 3-17=-220/372,4-17=-89/340,4-15=-990/1350, 5-15=425/447,7-14=-386/466, 8-14=-988/1349, 8-12=-89/340, 9-12=-220/372 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 9-0-0, Exterior(2R) 9-0-0 to 14-7-14, Interior(1) 14-7-14 to 29-4-0, Exterior(2R) 294-0 to 34-11-14, Interior(1) 34-11-14 to 39-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 837 lb uplift at joint 2 and 837 lb uplift at joint 10. J. OiRF E N �. F i No 58126 i 0 • :./�CEA• W. �i,��S;01N A E�% Philip J. O'Regan PE No.58126 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev, 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PN Ouality 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 �1650_13 Job Truss Truss Type Qty Ply T22343104 �H2 Hip 1 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 09:31:38 2021 Page 1 ID:InOSxDI?zEJa_tKrck6s3Nz9Jrs-rCeG6RyrGbu L1 dxOiYHUQA8C D_Cq Wu4bl LiRiOzyRyZ �1-0-0 5-10-14 15-1-0 23-3-0 32-5-2 , _ 38_4-0 39� -0- 5-10-14 9-2-2 8-2 0 9-2-2 5-10-14 -0 Scale = 1:69.6 4.00 12 5x6 = 3x4 = 3x4 = 5x6 WB = 5x6 = 4 21 5 22 6 23 7 24 8 1 ST1.5x8 STP = 18 17 16 15 14 13 12 ST1.5x8 STP = 3x8 = 2x4 11 3x8 = 46 — 3x4 — 46 — 3x8 = 2x4 11 3x8 = LOADING (psf) SPACING- 2-M CSI. DEFL, in floc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.50 15 >899 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.75 13-15 >605 180 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(CT) 0.21 10 n/a nla BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 182 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 14-12 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=-118(LC 10) Max Uplift 2=-837(LC 12), 10=-837(LC 12) Max Grav 2=1466(LC 1). 10=1466(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3597/2867, 3-4=-3115/2505, 4-5=-2878/2413, 5-7=-3500/2834, 7-8=-2878/2412, 8-9=-3115I2505,9-10=-3597/2867 BOT CHORD 2-18=-2619/3341, 17-18=-2619/3341, 15-17=-2583/3406, 13-15=-2587/3403, 12-13=-2611/3341, 10-12=-2611/3341 WEBS 3-17=-487/511, 4-17=-556/785, 8-13=-553/782, 9-13=-489/513, 5-17=-806/660, 5-15=0/262,7-15=0/263,7-13=-801/656 NOTES ,J. Or/q 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. %% N\ ,��Q� .•'�G E NS •• '9ji �� F�••, 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 11-0-0. Exterior(21R) : = 1I-M to 16-7-14, Interior(1) 16-7-14 to 27-4-0, Exterior(2R) 27-4-0 to 32-11-14, Interior(1) 32-11-14 to 39-4-0 zone; cantilever left = NO 58126 �� 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..0 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9 F •' • 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-M tall by 2-0-0 wide ��/ '01 • �( '01 Q •Q;= ��� will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 837 lb uplift at joint 2 and 837 lb uplift at S1Q'N joint O A' ';`,,��` • Philip J. O'Regan PE No.58126 MITek USA, Inc. FL Curt 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.5/10t2020 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 q 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 ANS11rPN Quality Criteria, OSB-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 T22343105 1650_13 H3 Hip 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 09:31:39 2021 Page 1 ID:InOSxDI?zEJa_lKrck6s3Nz9Jrs-JOCeJnzT1 vOCen WCGGojyNhOBNYjFK61F?S? FSzyRyY 1-0 6-10-14 13-0-0 19-2-0 25-4-0 31-5-2 11-4-0 9.4- -0- 6-10-14 6-1-2 6-2-0 6-2-0 6-1-2 6-10-14 -0- Scale = 1:69.6 4.00 12 5x6 = 2x4 II 5x6 = 4 19 520 21 22 6 ST1.5x8 STP = 16 15 t4 13 12 11 10 ST1.5xB STP = 3x8 = 2x4 II 4x6 — 3x8 = 3x4 = 2x4 II 3x8 = 3x4 = 46 = 6-10-14 13-0-0 19-2-0 25-4-0 31-5-2 38-4-0 6-10-14 6-1-2 6-2-0 6-2-0 6-1-2 6-10-14 Plate Offsets_(X,,— [2:0-0-2 Edge] [8:0-0-2,Edge] 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 CSI. DEFL. in (loc) I/deb Ud TC 0.86 Vert(LL) 0.45 13 >999 240 BC 0.96 Vert(CT) -0.63 11-13 >713 180 WB 0.51 Horz(CT) 0.19 8 n/a n/a Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-137(LC 10) Max Uplift 2=-837(LC 12), 8=-837(LC 12) Max Gram 2=1466(LC 1), 8=1466(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3575/2851, 34=-2921/2398, 4-5=-3049/2604, 5-6=-3049/2604, 6-7=-2921/2398, 7.8=-3575/2851 BOT CHORD 2-16=-259713319, 15-16=-2597/3319, 13-15=-2004/2704, 11-13=-1996/2704, 10-11 =-2589/3319, 8-1 0=-2589/3319 WEBS 3-16=0/259,3-15=-668/630,4-15=-200/414,4-13=-364/580,5-13=-373/443, 6-13=-364/580, 6-11=-200/414, 7-11=-669/630, 7-10=0/259 PLATES GRIP MT20 244/190 Weight: 183 lb FT = 20% Structural wood sheathing directly applied or 2-2-0 oc purlins. Rigid ceiling directly applied or 2-2-0 oc bracing. 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 13-0-0. Exterior(2R) 13-0-0 to 18-7-14, Interior(1) 18-7-14 to 25-4-0, Exterior(2R) 25-4-0 to 30-11-14, Interior(1) 30-11-14 to 39-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 837 lb uplift at joint 2 and 837 Ito uplift at joint 8. ,,�1�111111/y�� �.`Q`Z'.•'�GENS 2-. No 58126 ►�•• ;•/� S F •. • �/ 0 N A%�����, Phlllp J. O'Regan PE No.58126 MiTek USA, Inc. FL Cart 66M 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. 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, thebuildingdesigner must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing.indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing - MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22343106 1650_B H4 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 09:31:40 2021 Page 1 I D:InOSXDI?zEJa_tKrck6s3Nz9Jrs-naml X7_5oC83Gx4PgzJyVbDajnvg_iMu Uf BYn uzyRyX 1-0 7-10-14 15-0-0 19-2-0 30-5-2 38-4-0 9-4- -0- 7-10-14 7-1-2 4-2-0 4-2-23-4-0 0 7-1-2 7-10-14 -0- Scale = 1:71.0 4.00 12 6x8 = 5x6 = 5 18 19 6 ST1.5x8 STP = 16 — 14 13 11 ST1.5x8 STP = 3x8 = 2x4 II 46 = 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 FBC20201TP12014 CSI. TC 0.74 BC 0.92 WB 0.83 Matrix-SH 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 'Except' 12-15: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=-156(LC 10) Max Uplift 2=-837(LC 12), 9=-837(LC 12) Max Grav 2=1466(LC 1), 9=1466(LC 1) 46 = 30-5-2 38.4-0 DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) 0.36 13-14 >999 240 MT20 2441190 Vert(CT) -0.61 13-14 >740 180 Horz(CT) 0.17 9 n/a n/a Weight: 183 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. WEBS 1 Row at midpt 5-13 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3530/2814, 3-5=-2748/2288, 5-6=-2537/2250, 6.8=-2749/2289, 8-9=-3529/2814 BOT CHORD 2-16=-2552/3272, 14-16=-2552/3272, 13-14=-1873/2535, 11-13=-2545/3272, 9-11=-2545/3272 WEBS 3-16=0/295, 3-14=-797/720, 5-14=-210/514, 6-13=-209/514, 8-13=-796/719, 8-11=0/294 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, Extedor(2R) 15-0-0 to 20-7-14, Interior(1) 20-7-14 to 23-4-0, Exterior(2R) 23-4-0 to 28-11-14. Interior(1) 28-11-14 to 39-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 837 lb uplift at joint 2 and 837 Ito uplift at joint 9. IA 6 ,`,�r♦1�111111/���', No 58126 V-O F-O F : 141. op 0'• k/ �J!##1 O N A� %% Philip J. O'Regan PE No.58126 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. 6/1912020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall A building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing lV !Tel( 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//rpll 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 T22343107 1650_B H5 Hip 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 09:31:42 2021 Page 1 I D:InOSXDI?zEJa_lKrck6s3Nz9Jrs-jzu nxp?LJpOnVEEnxOLQa01tBbZ5SiOBxzgfmzyRyV 1� -0-0 6-11-3 13-0-9 17-0-0 21-4-0 25-3-7 31-4-13 38-4-0 a9 4-0 0 6-11-3 6-1-7 3-11-7 4-4-0 3-11-7 6-1-7 6-11-3 -0- Scale = 1:71.0 4.00 12 5x6 = 5x6 = ST1.5x8 STP = 16 15 ST1.5x8 STP = 4x6 = 3x4 = 46 = 3x4 = 3x4 = 46 = 3x4 = 4x6 = Plate Offsets (X,Y)— [2:0-2-0,Edge], [4:0-M,Edge], [9:0-3-0,Edge], [11:0-2-6,Edge] LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.94 Vert(LL) -0.45 13-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.70 13-15 >648 180 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(CT) 0.18 11 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-SH Weight: 185 Ill, FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 6-7: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 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=-837(LC 12), 11=-837(LC 12) Max Grav 2=1648(LC 17), 11=1648(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3920/2815, 3-5=-3622/2573, 5-6=-2777/2127, 6-7=-2595/2049, 7-8=-2777/2129, 8-1 0=-3622/2504, 10-11 =-3921/2749 BOT CHORD 2-18=-2560/3791, 16-18=2042/3100, 15-16=-1628/2591, 13-15=-1964/3010, 11-13=-2484/3660 WEBS 8-15=-747/617,8-13=-272/686, 10-13=-367/450,5-16=-747/615,5-18=-271/685, 3-18=-366/452, 6-16=-405/715, 7-15=-407/715 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 17-0-0, Exterior(2E) 17-0-0 to 21-4-0, Exterior(2R) 21-4-0 to 26-11-14, Interior(1) 26-11-14 to 39-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to preventwater 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 837 lb uplift at joint 2 and 837 lb uplift at joint 11. No 58126 fV0_ F •:��: i OR N %%N Philip J. Q'Regan PE ND.58126 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 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?Pl1 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 Jab Truss Truss Type City Ply T22343108 1650_B H6 Hip 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 09:31:43 2021 Page 1 ID:InOSXDI?zEJa_tKrck6s3Nz9Jrs-B9S9990_47 We7OpzV5sf7Dr4h?wSB3ZLAdQCODzyRyU 19-4-0 1.0•q 6- 1- 13-0-9 • 19.0-0 19r2r0 25-3-7 31-4-13 r1-0-o 6-11-3 5-11-7 0- - 5-11-7 6-1-7 0-2-0 Scale = 1:71.0 4.00 F12 5x6 = 19 12 Ic, 6 ST1.5x8 STP = 14 ST1.5x8 STP = 3x8 — 3x4 = 46 = 3xB = 46 = 3x4 = 3x8 — 19-4-0 19-3-12 9-11-14 19.0-0 1212,0 28-4-2 36-4-0 9-11-14 9-0-2 0-2-0 9-0-2 9-11-14 0.1-12 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.39 14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.60 12-14 >753 180 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.17 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 177 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 3-10-1 oc bracing. 13-15: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Harz 2=197(LC 10) Max Uplift 2=-837(LC 12), 10=-837(LC 12) Max Grav 2=1466(LC 1), 10=1466(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-0506/2672, 3-5=-3200/2443, 5-6=-2240/1844, 6-7=-2240/1844, 7-9=-3200/2443, 9-10=-3506/2672 BOT CHORD 2-16=-2425/3267,14-16=-1944/2700,12-14=-1936/2700,10-12=-2417/3267 WEBS 7-14=-790/750, 7-12=-240/553, 9-12=-360/432, 5-14=-790/750,5-16=-240/553, 3-16=-360/432,6-14=-778/1076 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 19-2-0, Exterior(2R) 19-2-0 to 24-9-14, Interior(1) 24-9-14 to 39-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 837 lb uplift at joint 2 and 837 lb uplift at joint 10. ``III11111//j�, 01. No 58126 Q i Philip J. O'Regan PE No.58126 MFiek 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. 611912020 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 ANS17TPH 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 T22343109 1650_B H7 Hip 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564. 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 09:31:44 2021 Page 1 ID:InOSxDI?zEJa_tKrck6s3Nz9Jrs-fMOXMV 1 crReVIYOA3pOufROHIOG5walUPH9mwfzyRyT i1-0-0 4-8-2 8-6-8 15-6-16 22-9-1 29-9-8 , _ 33-7-14� 38-0-0 a9-4-0 -0- 4-8-2 3-10-6 7-0-7 7-2-3 7-0-7 3-10-6 4-8-2 -0 Scale = 1:69.6 l� 0 4.00 12 5x6 = 4 19 3x4 = 5x6 WB = 2x4 ll 5x6 = 20 5 6 7 21 22 8 1 ST1.5x8 STP = 3x8 = 8-6-8 17 3x4 = 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 FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 `Except' 4.6,6-8: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 13-16: 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=94(LC 11) Max Uplift 2=-837(LC 12), 10=-837(LC 12) Max Grav 2=1466(LC 1), 10=1466(LC 1) 16 15 4x6 = 4x4 = 14 13 08 = 06 = 12 3x4 = 11 ST1.5x8 STP _ 3x8 = CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.67 Vert(LL) 0.6314-15 >722 240 MT20 244/190 BC 0.95 Vert(CT) -0.9014-15 >502 180 WB 0.58 Horz(CT) 0.20 10 n/a n/a Matrix-SH Weight: 180 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-15. 8-14 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3539/2866, 34=-3361/2633, 4-5=4464/3574, 5-7=4466/3573, 7-8=4466/3573, 8-9=-3361/2632, 9-10=-3539/2870 BOT CHORD 2-17=-2619/3294, 15-17=-2311/3149, 14-15=-3331/4464, 12-14=-2309/3149, 10-12=-2614/3294 WEBS 3-17=-175/326,4-17=-74/324,4-15=-1113/1520,5-15=-438/465,7-14=404/484, 8-14=-1113/1522,8-12=-75/324,9-12=-176/329 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. 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 8-6-8, Exterior(2R) 8-6-8 to 14-2-6, Interior(1) 14-2-6 to 29-9-8, Exterior(2R) 29-9-8 to 35-5-6, Interior(1) 35-5-6 to 394-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 837 lb uplift at joint 2 and 837 lb uplift at joint 10. \\IIIIII/III No 58126 "1] Z '33 ' S F : �L i OR>rv., ,% f1111.111\ Philip J. O'Regan PE No.58126 MiTekUSA, 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 MiTek®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 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 N N d Qty I Ply T22343110 1650_B IH8 IHip 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 09:31:45 2021 Page 1 I D:InOSXDI?zEJa_lKrck6s3Nz9Jrs-8YZwag2EckmLMizMdWv7CewQ3oiRf4ndexvJS6zyRyS 12-1-8 144-0 , 5x6 = 5x6 = Scale= 1:26.3 ST1.5x8 STP = 6 3x8 = ST1.5x8 STP = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 TCDL 7.0 Lumber DOL 1.25 BC 0.56 BCLL 0.0 Rep Stress Incr YES WB 0.44 BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS .2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=129(LC 11) Max Uplift 2=374(1_C 12), 6=-268(LC 12) Max Grav 2=588(LC 1). 6=509(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-995/1088, 34=-884/1145 BOT CHORD 2-7=-1128/883, 6-7=-591/410 WEBS 4-7=-591/527, 4-6=-547/842 6x8 = DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) -0.10 6-7 >999 240 MT20 244/190 Vert(CT) -0.20 6-7 >843 180 Horz(CT) -0.01 6 n/a n/a Weight: 63 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-M oc puffins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-10-1 oc bracing. 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 Extericr(2E) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-6-8, Exterior(2E) 6-6-8 to 14-2-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements 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 lost bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 374 lb uplift at joint 2 and 268 lb uplift at joint 6. No 58126 � r irz •• $ 4U Z .,F• ORS `G �� �$ 'I Philip J. O'Regan PE No.58126 MITekUSA, 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. 5/19/2020 BEFORE USE. Design valid for use only with MiTek0 connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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. Safetylnformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22343111 1650_B H9 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 09:31:45 2021 Page 1 I D:InOSXDI?zEJa_tKrck6s3Nz9Jrs-8YZwag2EckmLMizMd Wv7CewT2oe6f5sdexvJS6zyRyS -1-0-0 5-0-0 94-0 _ 13-8-0 14-4-0 1-0-0 5-0-0 44-0 44-0 ' 0-8-0 ' Scale = 1:26.3 ST1.5x8 STP = 4x4 = 6x8 = 4x6 = 4 nn(17 3 9 10 4 2x4 11 5 ST1.5x8 STP = 5x6 = 5-0-0 14-4-0 _ 5-0-0 94-0 Plate Offsets (X Y)— [2:0-3-10,Edge), [3:0-4-0,0-2-61, [4:Edge 0-2-01 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.19 5-6 >852 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.40 5-6 >416 180 BCLL 0.0 Rep Stress Incr YES WB 0.37 HOrz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-SH Weight: 71 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 544 oc purlins, 34: 2x6 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-8-0 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 3-5 4-5: 2x6 SP No.2 REACTIONS. (size) 2=0-8-0, 5=0-8-0 Max Horz 2=117(LC 11) Max Uplift 2=-372(LC 12), 5=-266(LC 12) Max Grav 2=585(LC 1), 5=506(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1142/1063, 34=-247/300, 4-5=-271/375 BOT CHORD 2-6=-1028/1034, 5-6=-1031/1022 WEBS 3-6=0/343, 3-5=-807/814 NOTES- 1) Unbalanced roof live loads have been considered for this design. CE mph (3-second 2) 1GCpi Ito C-C4Exterior(2E) 11; Exp CS Encl., 18o MWFRS (directional) and -1-0-0 to 3-0-0 Interior(l) 3-0-0 to 4 1;1-12, Exter or(2Rr)Cat. 4-11-12 to 10-7-10. Interior(1) 10-7-10 to 14-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for forces & MWFRS for Lumber DOL=1.60 DOL=1.60 E N ••y'9j) ��� members and reactions shown; plate grip ,��Q� .•'� G S+ = F••�• (� 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. � . No 58126 ••. 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 fit between the bottom chord and any other members. will 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 372 lb uplift at joint 2 and 266 lb uplift at 33 =, F joint 5. i 0 40 ,►IFS; O R � � �. ,Q,N A, `��. Phlllp J. O'Regan PE No.58126 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. 5/1912020 BEFORE USE. Design valid for use only with Mirek0 connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22343112 1650_B HA Diagonal Hip Girder 2 1 Job Reference (optional) tsunaers mrslbource ( I ampa, t-L), I ampa, FL - 33bb4, 8.430 s Nov 3U 2020 MiTek Industries, Inc. Tue Jan 5 09:31:47 2021 Page 1 I D:In OSx D I?zEJa_tKrc k6s3Nz9Jrs-4whg? W 3U B M03cO7lkxxbH30g9cNx71 Ow5EOQX_zyRyQ r -1-" 5-3-15 9-10-1 1-5-0 5-3-15 4-6-1 Scale = 1:21.2 3x4 = "`� I' 5 ST1.5x8 STP = Plate Offsets (X,Y)— r2:0-4-11,Edgel LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deb L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.26 6-7 >435 240 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 0.24 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 37 Ib 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 8-7-7 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=150(LC 8) Max Uplift 4=130(LC 8), 2=-416(LC 8), 5=-159(LC 8) Max Grav 4=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=-853/603 BOT CHORD 2-7=-668/787, 6-7=-668/787 WEBS 3-7=-024/485, 3-6=-942/799 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. ll; 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. ,t111111111111 ��,�•�,.... F� I�, 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 ,� ,��Q`Z` .• �C N S ••. '9� ✓� F '•, will fit between the bottom chord and any other members. V 5) Refer to girder(s) for truss to truss connections. No 58126 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 130 lb uplift at joint 4, 416 lb uplift at joint 2 and 159 lb uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 54 lb up at 4-2-15, 54 lb up at 4-2-15, and 38 lb down and 105 lb up at 7-0-14, and 38 lb down and 105 lb up at 7-0-14 on top chord, and 34 lb up at 1-4-15, 34 Ib up at 1-4-15, 47 lb up at 4-2-15, 47 lb up at 4-2-15, and 36 lb down at 7-0-14, and 36 Ib down at 7-0-14 on bottom chord. The �_ 3 F •• design/selection of such connection device(s) is the responsibility of others. 0 �(/ 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). ii,T� • et` `QLOAD • R G•P;`� Standard p+Roof)Live 1) Dead (balanced): Lumber Increase=1.25, Plate Increase=1.25 `%,, Uniform Loads (plf) 1 Vert: 1.4=-54, 2-5=-20 Phllip J. O'Regan PE No.58126 Concentrated Loads (lb) MiTek'USA, Inc. FL Cent 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 parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1,4II-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Cty Ply T22343113 1650_13 HJ2 Diagonal Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 09:31:48 2021 Page 1 • I D:InOSXDI?zEJa_lKrck6s3Nz9Jrs-Y7F2Cs46vf8wD9ixlfSggHY1 JOlns WY4Ku7z3RzyRyP -1-5-0 5-0-1 9-2-4 1-5-0 5-0-1 4-2-3 Scale = 1:20.1 3x4 = ST1.5x8 STP = 5-0-1 4-2-3 Plate Offsets (X,Y)— [2:0.4-11,0-0-11 LOADING (psf) SPACING- 2-M CSI. DEFL. in (IOC) Ildefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.42 6 >251 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.52 6 >201 180 BCLL 0.0 Rep Stress Incr NO WB 0.05 Horz(CT) 0.01 4 n/a nla BCDL 10.0 Code FBC2020ITP12014 Matrix-SH Weight: 31 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 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=142(LC 8) Max Uplift 4=-182(LC 8), 2=-345(LC 8). 5=-58(LC 8) Max Grav 4=229(LC 1). 2=404(LC 1). 5=181(LC 3) FORCES. (lb) -Max. Camp./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); 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 182 lb uplift at joint 4, 345 lb uplift at joint 2 and 58 lb uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 54 lb up at 4-2-15, 54 lb up at 4-2-15, and 38 lb down and 105 lb up at 7-0-14, and 38 lb down and 105 lb up at 7-0-14 on top chord, and 34 lb up at 1-4-15, 34 lb up at 1-4-15. at 4-2-15, at 4-2-15, and 36 lb down at 7-0-14, and 36 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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: 1-4=-54, 2-5=-20 Concentrated Loads (lb) Vert: 8=-75(F=-38, B=-38) 9=58(F=29, B=29) 1 1=-36(F=-18, B=-18) No 58126 : 3 OF : OJ � 0 • , Al Q, E1%�� Philip J. O'Regan PE No.58126 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. 5/19/2020 BEFORE USE. ' Design valid for use only with M7ekOO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall A building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTeW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSillPil 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 T22343114 1650_B HJ3 Diagonal Hip Girder 2 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 09:31:48 2021 Page 1 ' ID:InOSxDI?zEJa_tKrck6s3Nz9Jrs-Y7F2Cs46vf8wD9ixlfSggHY160mcsWL4Ku7z3RzyRyP -1-5-0 5-7-2 1-5-0 5-7-2 ' Scale = 1:13.6 2.83 12 3x4 = ST1.5xB STP = Plate Offsets (X Y)— f2:04-11 0-0-11 LOADING (psD SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.13 2.4 >488 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(CT) 0.12 24 >507 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-P Weight: 19 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc 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=96(LC 8) Max Uplift 3=107(LC 8), 2=-389(LC 8). 4=-157(LC 8) Max Grav 3=124(LC 1), 2=254(LC 1), 4=91(LC 3) FORCES. (lb) -Max. Camp./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 Q Encl.. GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.M tall by 2-0-0 wide will fit between the bottom chord and any other members. ``�III1111111/� 5) Refer to girder(s) for truss to truss connections. ,♦�� F 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 107 lb uplift at joint 3, 389 lb uplift at ♦ ♦♦1��'•GEN•' •• joint 2 and 157 lb uplift at joint 4. �♦ .• � S' . � Q �•••, L 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 45 lb up at 4-2-15, and 45 lb up ; at 4-2-15 on top chord, and 28 lb dawn and 36 lb up at 1-4-15, 28 lb down and 36 lb up at 1-4-15, and 44 lb up at 4-2-15, and 44 No, 58126 lb up at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. * ��• 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) Or back (B). LOAD CASE(S) Standard ' •• 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 OF ,• Uniform Loads (plf) Vert: 1-3=-54, 24=-20 O •:�� �i�T • • Q Q' • ♦♦� Concentrated Vert: 6=61(F(I30, B=30) A1-Ec.�`�♦♦ 1111.111110 • Philip J. O'Regan PE No.58126 MITek USA, Inc. FL Gert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parametersshown, and is for an Individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk'is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION 3/4' 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. 0'1/16n For 4 x 2 orientation, locate plates 0- '14' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS C1-2 C2-3 O WEBS 4 O �'•�n 3 U >6 2 CL cdi U O 0- ~ c7-8 Csa cs-s BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek® MiTek Engineering Reference Sheet: MII-7473 rev. 5/1912020 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 ANSI/rPl 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/rPI 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 ANSIfrPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.