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HomeMy WebLinkAboutTrussARROW ON THE TRUSS REPRESENTS ITS LEFT END TOE -NAIL CONNECTION FROM JACKS TRUSS'S PER MITEK CONNECTION DETAIL JO-u4-W ✓� M LO I` ti r` h P- ti r— ti r• n I- r— f` r` W) ro U U U w w w w w w ww w w LU w w w 0 0 0 > CA CA CA )z O CJ3 0 0 CJ5 CJ5 ~ 2-0 -00 GR1 H1 H2 H3 H4 H5 H6 1 1 0 r Al 0 00 O Al N kn 1 O 00 O � u� (V co Al 1 1 1 1 1 2-00-00 1 GE1 2-0 -08 H7 2-00-00 GR2 o Go o q o to CJ5 CjJ3 C W 2-0(-00 0 H8 co H9 v R3 -00 `� w _ 8 43 CJ3 2-0 EX m 1 T CA 2-0 -00 CO u7 (c) Cc) O (D (c) W U U U W W W LU W LU y✓`P U W W W W W W U U 19-08-00 18-08-00 20-04-00 3-08-00 14-04-00 GOV, B�II�1'S FirstSource 16021NDUS7RIAL PARK DR PLANT CITY FL Prone: (813) 759-5922 Fax:(813) 752-1532 httpJ/wwwbldreom - Per ANSI/TPI 1-2007 all "Truss to Wall' connections are the responsibility of the Building Designer, not the Truss Manufacturer. Dimensions are Feet -Inches- Sixteenths. Trusses are to be 24" o.c. unless noted otherwise (U.N.O.) - Trusses are not designed to support brick U.N.O. - Do not cut or modify trusses without first contacting Builders FirstSource. - Immediately contact Builders FirstSource if trusses are damaged. Connection Notes: - All hangers are to be Simpson or equivalent U.N.O. - Use Manufacturer's specifications for all hanger connections U.N.O. - Use 10d x 1 1/2" Nails in hanger connections to single ply roof girder trusses. Floor Truss Notes: - Shift truss as required to avoid plumbing traps. - Installation Contractor and/or 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 BOLL: 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 Jurney Homes 1650 Grp 2 Elevation B Lot Swing Left Designed By: CG Layout: 1615_B_GL LAY Date: 06/06/19 Revision History: Rev1: Rev2: Rev3: NOT TO SCALE I SHEEI lofl MiTek' RE: 1650 B - Site Information: Customer Info: Wade Jurney Homes Lot/Block: 15218 Address: 5701 Shannon Dr City: Fort Pierce Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. Project Name: _ Model: 1650 B Subdivision: Lakewood Park State: FL MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License M Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: N/A Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 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 No. Seal# Truss Name Date 1 T22343091 Al 1/5/21 23 T22343113 HJ2 1/5/21 2 T22343092 CJ 1 1/5/21 24 T22343114 HJ3 1/5/21 3 T22343093 CJ3 1/5/21 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 ER 1/5/21 9 T22343099 GE1 1/5/21 10 T22343100 GR1 1/5121 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 T2234310H5 1/5/21 COPY 18 T22343108 H6 1/5/121 FILE 19 T22343109 H7 1/5/21 20 T22343110 H8 1/5/21 21 T22343111 H9 1/5/21 22 T22343112 HA 1/5/21 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc.J. ♦♦♦��� Q, '�,, under my direct supervision Based on the parameters♦♦♦_ ��,�P . • • • • • AFU' provided by Builders FirstSource - Plant City. Q`Z`,.��G E NS�.; 9y ���� Truss Design Engineer's Name: ORegan, Philip ;• 8126 = �• •�'t 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 STATE: OF : 4/ z that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters•• • O •• '�4(/ loads, dimensions, design which were ii,,�Ss: R.� �•�(j,�♦♦ shown (e.g., supports, shapes and codes), given to MiTek or TRENCO. Any project specific information included is for MiTek's or / � N A; ���/�fill 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 PhilipJ. OTegan PENo.58126' applicability of the design parameters or the designs for any particular building. Before use, Mfrek USA, Inc. FL Cent 6634 the building designer should verify applicability of design parameters and properly 69.04 Parke East Blvd..Tampa FL 33610 incorporate these designs into the overall building design per ANSINPI 1, Chapter 2. Date: . January 5,2021 ORegan, Philip 1 of 1 Job Truss Truss Type Qty Ply T22343091 1650 B Al Common 12 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 09:31:22 2021 Page 1 ID:InOSxDI?zEJa_lKrck6s3Nz9Jrs-J7hDlzmplgtc6AixmB_kmoTV XmYmZNFLsgb8xzyRyp -11-3 9 9-2-0 25-3-7 I 36413 _ 3814-0 -11 -0 + 6-1-7 -1-7 6--1-3-06-3 6 6-1-7 39-4-0 ti-0-0 Scale = 1:68.4 w 6 5x6 = 4.00 12 ST1.5xB STP = 1° 'a 14 1O - ST1.5x8 STP = 3xB — 3z4 = 46 = 3x8 — 46 = 3x4 = 3x8 — 9-11-14 19-2-0 28-4-2 _ 38-4-0 9-11-14 9-2-2 9-2-2 9-11-14 ' Plate Offsets (X,Y)— [2:0-0-2,Edge] [10:0-0-2,Edge] LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 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 FBC2020ITP12014 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=-1886/2700, 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=-360/433 NOTES- 1) Unbalanced roof live loads have been considered for this design. ,,��1��/���� 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. ♦♦♦ Q �- Q'q 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 19-2-0, Exterior(2R) 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 ♦ ♦,Q�`\� •� E IV s ••�•9,L �, members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 F•••, s� 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. Z * �• 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. �'1J 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except (jt=lb) w F 2=837, 10=837. i ORl ♦♦ •,���5,`Ss�NA� `ECG: It u Phlllp J. @'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 MII-7473 rev. 6119/2020 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 ANS1771aI7 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 T22343092 1650 B CJ1 Comer Jack 10 1 Job Reference (optional) Builders FirslSource (Tampa, FL), Tampa, FL - 33564. 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 09:31:24 2021 Page 1 ID:InOSxDI?zEJa_tKrck6s3NzgJrs-FVozAfn3Zl7KLTsKuc1 CsDZ?XLfl EgOYp9JiDgzyRyn 1-0-0 1-0-0 1-0-0 1-0-0 Scale = 1:6.1 2x4 = ST1.5xB STP = Plate Offsets (X Y)— [2:0-2-14 0-0-10] LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 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 nla n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-P Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-M 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. 5) Refer to girder(s) for truss to truss, connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=142. ��� �P J. O'RF .,. �.`Q1�� 0 E IV No 58126 'O OF PhIIIp 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 -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANS11nP11 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 ' T22343093 1650 B CJ3 CORNER JACK 10 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 3x4 = ST1.5x8 STP = 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan b U9:31:2b ZUZ1 I -age 1 ID:InOSxDl?zEJa_tKrck6s3Nz9Jrs-jiMMN?ohKbFBzdRWSKYROQ59lk_Jz7ehl p3FIGzyRym 3-0-0 Scale = 1:9.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.01 24 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 24 - >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-M oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=79(LC 12) Max Uplift 3=43(LC 12). 2=-216(LC 12), 4=-42(LC 8) Max Grav 3=55(LC 17). 2=187(LC 1), 4=52(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) 3, 4 except Qt=1b) 2=216. �I11111'1IlIr �•``Q`?\\.\'� G E N,9 2 it No 58126 ; Xz OF 44/ • Phlllp 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. 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 ANSI/TP11 Quality Criteria, DSB•89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22343094 1650 B CJ5 Comer Jack 6 1 Job Reference (optional) Builders FIr5t5ource (Tampa, FL), I ampa, FL - 33564, 0.43U 5 NOV 3V ZUZU mi I ex maustnes, Inc. I ue Jan o Ue:J CZo ZUZ I rage . I D:InOSXDI?zEJa_tKrck6s3NzgJrs-BuwkbLpJ5vN2bnOi? 13gxeeCK8HfiaugGTopHizyRyl 5-0-0 5-0-0 Scale = 1:13.3 ' 4x6 = ST1.5x8 STP = 5-0-0 5-0-0 Plate Offsets (X Y)— [2:0-1-14 Edge) LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deg Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.03 2.4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Cade FBC2020/TPI2014 Matrix-P Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=115(LC 12) Max Uplift 3=-105(LC 12), 2=-187(LC 12) Max Grav 3=116(LC 17). 2=253(LC 1). 4=92(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 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. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,111.1111 fill" will 6t 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) ,� Q ( .•'� G E N S* •• '92 �� 3=105, 2=187. �� �•�•, i No 58126 - X :� F • 441.fit : n1 Philip J. O'Regan PE No.58126 Welk USA, Inc. FL Cent 6534 6904 Parkli East Blvd. Tampa FL 33610 Date: January 5,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 nnr. 511t112020 BEFORE USE. Design valid for use only with M7ek®mnnectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing pA IYI elk' 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 AIYSIITP11 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 T22343095 1650_B E.12 Jack -Open 2 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 09:31:26 2021 Page 1 ID:InOSxDl?zEJa_tKrck6s3Nz9Jrs-BuwkbLpJ5vN2bnOi? 13gxeeG38HeiaugGTopHizyRyl 2x, 3x4 = 2-6-8 2-6-8 4.00 12 2-6-8 2-6-8 Scale = 1:16.6 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-M Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.44 BC 0.26 WB 0.00 Matrix-R DEFL. in Vert(LL) 0.01 Vert(CT) 0.01 Horz(CT) -0.04 (loc) I/deft L/d 34 >999 240 34 >999 180 2 n/a n/a PLATES GRIP MT20 2441190 Weight: 10 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-M oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 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-M tall by 2-0-0 wide will fit between h members. tru s to truss connections. 5 Refer togirder(s)for truss �(� �j 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 R t ,�. J# 0 N AI. E�.`' 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. 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 ANSI?PH quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Informadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22343096 1650_B EJ4 Jack -Open 6 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 4x4 = 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 09:31:27 2021 Page 1 ID:InOSxDI?zEJa_tKrck6s3Nz9Jrs-f4U6ohgxsDVvCxbvZkavTrBS?YfZR18_V7YMp8zyRyk 4-0-0 STP = 4-0-0 Scale = 1:11.1 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) VdeO Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.02 2-4 >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 n/a n/a BCDL 10.0 Code FBC2020/TP12014 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 Harz 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 3-6-0 tall by 2-0-0 wide `,,�f1� 117111111 will fit between the bottom chord and any other members. � O 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, 4 except Qt=lb) ,� � , . • • • ���Q`Z` .• G E Ns,-. 2=244. No 58126 =-0 :9 OF �. .40 N A1. E�C� lnn.n�� Phillp J. O'RegaBPE 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. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek@ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22343097 1650_B EJ6 Jack -Open 7 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 4x4 = ST1.5x8 STP = 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 09:31:28 2021 Page 1 I D:InOSXDI?zEJa_tKrck6s3Nz9Jrs-7H2U?OrZcWdmg5A57S5803jT8ywbAU07jn HvMbzyRyj 6-6-8 6-6-8 Scale: 3/4'=1' LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.09 24 >862 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.17 2-0 >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 FBC2020/TP12014 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. 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 6-5-12 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 20.0psf 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 at --lb) 3=149, 2=209. J. O R No 58126 its• OR.1, % ��nn n etv1, Philip J. O'Regan PE No.58126 MiTek USA, Inc. FL Cert 6634 6904 Parke.East 91vd. Tampa FL 33610 Date. January 5,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511912020 BEFORE USE. ' Design valid for use only with 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/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 Qty Ply T22343098 1650_B EJ7 Jack -Open 14 1 Jab Reference (optional) Builders First5ource (Tampa, FL), I ampa, FL - 33V54, t$.4JU s NOV JU LUZU MI I eK Inousine5, Inc. I ue aan a uy:J as Out 1 rage I I D:InOSXDI?zEJa_tKrck6s3Nz9Jrs-cTcsDMrCNgldSFIHh9cNYGGgiMC3vweHyR1 Tu 1 zyRyi -1-0-0 7-0-0 -- 1-0-0 7-0-0 46 = ST1.5xB STP = LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deg L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.16 2-4 >490 240 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.18 2-4 >448 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=151(LC 12) Max Uplift 3=-143(LC 12), 2=-216(LC 12) Max Grav 3=163(LC 17), 2=324(LC 1), 4=120(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:16.9 V N A N N PLATES GRIP MT20 2441190 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. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exter)or(2E) -1-0-0 to 3-0-0, Interior(1) 3-M to 6-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-M tall by 2-M wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=143, 2=216. `,LII1111111�� ���•� �p J. 0"C? G E N No 58126 O F �rc '4U.: Philip J. O'Regan PE No.58126 MITek UK 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 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 ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety lnlormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22343099 1650 B 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:InOSXDI?zEJa_tKrck6s3Nz9Jrs-Yrjde2tSvR?LhYugoafreh L1j9gfNdbaQl WaywzyRyg 1-0 6-11-3 13.0-9 19-2-0 25-3-7 31-4-13 38-4-0 9-4- -0 6-11-3 6-1-7 6-1-7 6-1-7 6-11-3 -0- Scale = 1:68.4 N_r 6 O ST1.5x8 STP = 3x8 = 4.00 F12 3x4 = 4x6 = 5x6 = 14 3x8 = 46 = 3x4 = ST1.5x8 STP = 3x8 = 9-11-14 19-2-0 28-4-2 38-4-0 9-11-14 9-2-2 9-2-2 9-11-14 Plate Offsets (X Y)— [2:0-0-2 Edge] [10:0-0-2 Edge] LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deg 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 nla BCDL 10.0 Code FBC20201TP12014 Matrix-SH Weight: 196 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 3-10-10 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. (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=-1886/2700, 10-12=-2373/3267 WEBS 6-14=-760/1076,7-14=-790/719,7-12=-242/553,9-12=-3601433,5-14=-790/719, 5-16=-242/553, 3-16=-360/433 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. It: 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 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements 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. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt--lb) 2=837, 10=837. ,111111111111/#,,1,, No 58126 OF � �,,� • . �c O R 1 O \_,.. Phlllp J. O'Regan PE No.58126 M[Tek 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. 511012020 BEFORE USE. ' Design valid for use only with MiTek@ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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/7Pf1 Quality Criteria, DSB•89 and BCSI Building Component 6904 Parke East Blvd. Sateiy Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22343100 1650_B GR1 Hip Girder 1 Job Reference (optional) buaciers t-Irstbource t I ampa, rLJ, I ampa, rL - OSOo4, 0.— a ,xuv ou cu<V rvn 1 en uwumuw, n � .'. ID:InOSxD I?zEJa_tKrck6s3NzgJrs-UErN3kuiR3F2ws22w?hJj6RPGzX8rWast3?gl ozyRye z1-0-0 7-0-0 15-0-12 23-3.4 31-4-0 38-4-0 $9-4-0 8-0-12 8-2-8 8-0-12 7-0-0 1-0-0 Scale = 1:69.6 15 O 6x12 MT20HS = 6x12 MT20HS = 4.00 F12 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 = 20 II 12 t2 rr O A O LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-M Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Cade FBC2020/TP12014 CSI. TC 0.69 BC 0.85 WB 0.90 Matrix-SH DEFL. in (loc) Ydefl L/d Vert(LL) 0.84 12-13 >536 240 Vert(CT) -1.03 12-13 >439 180 Horz(CT) 0.15 8 n/a n/a PLATES GRIP MT20 2441190 MT20HS 187/143 Weight: 437 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-9-7 oc purlins. 3-5,5-7: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 7-4-3 oc bracing. 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-M 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=-4717/7682, 13-15=-4708/7651, 12-13=-8019/12853. 10-12=-4733/7633, 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, 7-10=-159/721 NOTES- "x3") ,,,�►1/11,, `�`. �p J. 0 1) 2-ply truss to be connected together with 10d (0.131 nails as follows: follows: 2x6 2 0-9-0 �� �, C E N •y'9ji �� Top chords connected as 2x4 - 1 row at 0-9-0 oc, - rows staggered at oc. ,��Q�`.•' S+' �•�•. 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 Do. i N O 58126 �� 2 All loads are considered equally applied to all lies, except if noted as front F or back B face in the LOAD CASES section. PI to * � q Y PP P P () ( ) (,) Y 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. "fl 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber OF ' 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 i 0 •:�� ii'X% •;C Q O R 1 •Q;• ,��� �? to the use of this truss component. is .......... 6) Provide adequate drainage t prevent e 7) All plates are MT20 plates unless otherwiso indicated. It 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Phlllp J. O'Regan PE No.58126 will fit between the bottom chord and any other members. MITek USA, Inc. FL Cert 6634 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 6904 Pltke East Blvd. Tampa FL33610 2=1877, 8=1886. Date: January 5,2021 ® 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 Mi rek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 Qty Ply T22343100 1650_B GR1 Hip Girder 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 6.4aU s NOV au 2uzu mi I eK Inausmes, Inc. I ue uan o ua:o i:oo cuz I rdye z ID:InOSxDI?zEJa_tKrck6s3Nz9Jrs-UErN3kuiR3F2ws22w?hJj6RPGzX8rWast3?g 1 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 31-4-4 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 lb 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 184-7, 81 lb 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 designlselection 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 (plt) 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=-106(F) 6=-106(F) 12=-57(F) 10=-296(F) 16=-106(F) 17=-106(F) 18=-106(F)20=-106(F) 21=-106(F) 22=-106(F) 23=-106(F) 25=-106(F)26=-106(F) 27=-1 06(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) A WARNING -Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 511912020 BEFORE USE Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not . a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing 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 ANSYM11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safeiylntormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T22343101 1650_13 GR2 Roof Special Girder 1 1 Job Reference (optional) tsuimerS Ylfslboufce (I ampa, FL), I ampa, I-L - 3a004, 0.43U s NOV 3U LULU MI I eK inousmes, inc. i ue Jdn O vu:a i:ov cuc i rdye , I D:InOSxDI?zEJa_tKrck6s3Nz9Jrs-yQPIG4vKCMNvYOdFTjCYFKzV BNwpaySO6jkEZFzyRyd 4-8-2 10-1$� 12-1-8 1 1� 21-11-8 26-10-8 1 31-1 1 38-4-0 a9-4T -0 4-8-2 3-10-6 1-7-0 2-0-0 4-11-0 4-11-0 4-11-0 4-11-0 6-6-8 -0 Scale = 1:72.4 i�5 4.00 12 NAILED NAILED 804 MT20HS 5x6 = 6x8 — NAILED NAILED NAILED NAILED 4 22 5 2x4 II 7x14 MT20HS = NAILED 4x4 = NAILED 2x4 3 - Special NAILED 8x14 MT20HS 10 33 4x12 N 11 °1 12 �n 1c? O ST1.5x8 STP = 21 20 19 18 17 34 35 36 16 37 15 38 14 39 40 41 13 ST1.5x8 STP = 5x8 = 4x8 = 5x6 =2x4 II 6x12 MT20HS = NAILED 4x4 = NAILED 4x8 = NAILED 2x4 II 5x8 = NAILED 7x14 MT20HS WB = NAILED NAILED NAILED NAILED NAILED NAILED 8-6-8 10-1-8 12-1-8 171-8 21-11-8 , 26-10.8 31-9-6 , 384-0 r 8-6-8 1-7-D 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], [11:0-5-5,0-2-01, [14:0-3-8,0-2-0] LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 1.31 16-17 >346 240 MT20 2441190 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 WE 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 3-10-16 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=-464012834, 4-5=431012681, 5-6=-5421/3407, 6-7=-9445/6047, 7-8=-9444/6046, 8-9=-1015216476, 9-10=-9089/5795, 10-11=-6607/4110 BOT CHORD 2-21=-2755/4571, 20-21=-2954/4957, 19-20=-464717612, 17-19=464617603, 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=-1367/2080,7-17=-369/372,8-17=-875/699,8-16=-239/345,9-16=-741/1154, ,`�11111111/�II,I 9-14=-1038/859,10-14=-2017/3153,10-13=-23/478 � \p J, 0 NOTES- ,`,Q��V •\G E N,S •-. 1) Unbalanced roof live loads have been considered for this design. ' V 41 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. N0 58126' Il; Exp C; Enci., 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 / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. ">7 4) Provide adequate drainage to prevent water ponding. 9 5) All plates are MT20 plates unless otherwise indicated. 0.. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �i'�t� (O Fi , Q�&%% P 7) 'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 6-0 tall by 2-0-0 wide .... will fit between the bottom chord and any other members. I SSA��% 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) 'f11,/Q NAj111` 2=1180, 11=1543. 9) "NAILED" indicates 3-10d (0.148'SxY) or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. Phillip J. O'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 M[fek 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 FL 33610 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 A WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' always required for stability and to prevent collapse with possible personal injury and property damage. 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, 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, 8.43D s Nov 3U 1U'LU MII I eK Industries, Inc. I ue uan t. u9:31:34 tun rage z I D:I n OSxD I?zEJ a_lKrck6s3Nz9J rs-yQ PI G4vKC MN vYOdFTjC YFKzV BNwpaySO6j kEZFzy Ryd 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=-104(B)31=-104(B)32=-104(B)33=-104(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 MII-7473 rev.511912020 BEFORE USE. Design valid for use only with MTek®cannectors. 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 verily the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing 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 T22343102 1650 B GR3 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 09:31:36 2021 Page 1 ID:InOSXDI?zEJa_lKrck6s3Nz9Jrs-upXWhmxbk_ddnJndb7EOL13xUAgD2zPJZ1 DKe7zyRyb -1-0-0 4-0-0 9-4-0 14-8-0 18-8-0 _ r1-0-0 I 4-0-0 5-4-0 5-4-0 4-0-0 Scale = 1:33.8 5x6 = 4.00 12 46 = 3x6 = 2x4 II 46 = 3x6 = 46 = 14 15 5 18 7 4x6 = ST1.5x8 STP = 3x6 = LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL . 20.0 Plate Grip DOL 1.25 TC 0.63 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 rile BCDL 10.0 Code FBC2020ITP12014 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 144-0 except (jt=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 Ib or less at joints) 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 3-1 0=-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.Dpsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. It: Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 576 lb uplift at joint 6, 594 lb uplift at joint 2, 560 lb uplift at joint 10, 714 lb uplift at joint 9 and 568 lb uplift at joint 7. 8) This truss has been designed for a total drag load of 250 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord 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 4-0-0, 40 Ib 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, 40 lb down and 87 lb up at 9-6-15, 40 lb down and 87 lb up at 11-6-15, and 40 lb down and 87 Ib up at 13-6-15, and 84 Ib down and 119 lb up at 14-8-0 on top chord, and 41 Ib down and 72 lb up at 4-0-0, 36 lb down and 64 lb up at 5-1-1, 36 lb down and 64 lb up at 7-1-1, 36 lb down and 64 lb up at 9-1-1, 36 lb down and 64 Ito up at 9-6-15, 36 Ito down and 64 Ib up at 11-6-15, and 36 lb down and 64 Ib up at 13-6-15, and 41 Ito down and 72 Ito up at 14-8-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). No. 58126 �•' ST VF :•�/ • • "110 N A\_ 11111110 Philip J. O'Regan PE No.58126 MiTek USA, Inc. FL Gert 6634 69D4 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. 5119I2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see AIYSUTP11 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 T22343102 1650 B GR3 HIP GIRDER 1 1 Job Reference (optional) Builders FirslSource (Tampa, FL), Tampa, FL - 33S54, 0.40U 5 IVUV aU LULU IVII I — IIIUU-1—b. 11". . . oyo ID:InOSxDI?zEJa_tKrck6s3Nz9Jrs-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=-18(B) 10=-13(B) 9=-36(B) 3=-56(B) 4=-80(B) 11=-40(B) 12=40(B)13=40(B)14=-40(B) 16=-18(B) 17=-18(B) 18=-18(B) 19=-13(B) A WARNING- verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE.�� Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a puss 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 ANS11nP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply , T22343103 1650_B H1 Hip 1 1 Job Reference (optional) tsmlders rlrstbource ( I ampa, ry, I amps, rL - 33004, 0.4,1U 5 NOV oU LUZU Mi I ex Inausmes, uru. I ue d-an 0 UV.01:0 f cuc I reye , ID:InOSxDI?zEJa_tKrck6s3Nz9Jrs-N?5uu5yDVHmUPTMg9rlFtybl NassnQaSohzuAZzyRya n1-0-0 4-10-14 I 90 15-8-12 1 22-7-4 29-4-0 33-5-2 38�-0 �9.4-Q -0 4-10-14 4-1-2 6-8-12 6-10-8 6-8-12 4-1-2 4-10-14 -0- Scale = 1:69.6 4.00 F12 5x6 = 3x4 = 4x6 = 2x4 II 5x6 = 420 21 22 5 6 7 2324 8 25 2x4 I LJJ 2x4 319 9 18 26 27 ST1.5x8 STP = 17 16 15 3x8 = 3x4 = 46 = 36 = 12 LOADING (psf) SPACING- 2-M TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020ITP12014 LUMBER - TOP CHORD 2x4 SP No.2 `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 Harz 2=-98(LC 10) Max Uplift 2=-837(LC 12), 10=-837(LC 12) Max Grav 2=1466(LC 1), 10=1466(LC 1) 14 13 12 5x8 = 4x6 = 3x4 = 22-7-4 10 11 ST1.5x8 STP = 3x8 = CSI. DEFL. in (loc) Ilde6 Ud PLATES GRIP TC 0.94 Vert(LL) 0.62 14-15 >728 240 MT20 244/190 BC 0.99 Vert(CT) -0.89 14-15 >508 180 WB 0.51 Hcrz(CT) 0.20 10 rile 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=-263513296, 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) 29-4-0 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. `��1111111//� No, 58126 .9= XN 40 �i,S'QIN 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. 5119QO20 BEFORE USE. ' Design valid for use only with MiTek@ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW 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 1A Job Truss Truss Type Qty Ply T22343104 1650_B H2 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 09:31:38 2021 Page 1 ID:InOSXDI?zEJa_tKrck6s3NzgJrs-rCeG6RyrGbuLldxOiYHUQA8CD_CgWu4b1 LiRiOzyRyZ �1-0-0 5.10-14 15-1-0 23-3-0 32-5-2 _ _ 31 -0 0 510-14 9-2-2 8-2-0 9-2-2 5-10-14 ti-0-d Scale = 1:69.6 5x6 = 4.00 F12 3x4 = 21 5 22 5x6 WB = 5x6 = 3x4 = 6 23 7 24 8 ST1.5x8 STP = 18 17 16 15 14 13 12 ST1.5x8 STP = 3x8 = 20 II 3x8 = 4x6 = 3x4 = 4x6 = 3x8 = 2x4 II 3x8 = of 6 5-10-14 11-0-0 19-2-0 27-4-0 32-5-2 31:L r 5-10-14 5-1-2 8-2-0 8-2-0 5-1-2 5-10-14 Plate Offsets (X,Y)- 12:0-0-0 Edge] f6:0-3-0,Edge], fl0:0-M Edge] LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) IldeO Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.50 15 >899 240 MT20 244/190 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 n/a BCDL 10.0 Code FBC20201TP12014 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 1-4-12 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=-3597/2867,34=-3115/2505,4-5=-2878/2413,5-7=-3500/2834, 7-8=-2878/2412, 8-9=-3115/2505, 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- ,`{{{IIIIIIIIII J • 0'R F 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; Cat. •,..... ♦ X�.�/1 II G E IV$ �•.V'9jJ �� (3-second gust) eave=5ft; ���Q`Z` . F �•, [� 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 11-0-0, Exterior(2R) V 11-0-0 to 16-7-14, Interior(1) 16-7-14 to 27-4-0, Exterior(2R) 274-0 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. 'd ! 4) Provide adequate drainage to prevent water ponding. �•, �[/ 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' �� • P : 6) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.8-0 tall by 2-0-0 wide �i'�F �_,� Fi 1 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 .,,, ��.ss1p 0 joint Phlllp 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. 511912020 BEFORE USE.�� Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANSIrrPil 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 T22343105 1650_B H3 Hip 1 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 I D:InOSxDI?zEJa_tKrck6s3Nz9Jrs-JOCeJnzT1 vOCen WCGGojyNhO6NYjFK61F?S? FSzyRyY 11-0-p 6-10-14 13-0-0 19-2-0 25-4-0 31-5-2 38-4-0 $9-4-p -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 F12 5x6 = 2x4 II 5x6 = 4 19 520 21 22 6 ST1.5x8 STP = 16 15 14 13 12 11 10 ST1.5x8 STP = 3x8 = 2x4 II LOADING (psf) SPACING- 2-M TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-137(LC 10) Max Uplift 2=-837(LC 12). 8=-837(LC 12) Max Grav 2=1466(LC 1). 8=1466(LC 1) 4x6 = 3x4 = 3xB = 3x4 = 2x4 II 46 = 3xB = CSI. DEFL. in (loc) I/deg L/d PLATES GRIP TC 0.86 Vert(LL) 0.45 13 >999 240 MT20 244/190 BC 0.96 Vert(CT) -0.63 11-13 >713 180 WB 0.51 Horz(CT) 0.19 8 file n/a Matrix-SH Weight: 183 Ito FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3575/2851, 3-4=-2921/2398, 4-5=-3049/2604, 5-0=-3049/2604, 6-7=-2921/2398, 7-8=-3575/2851 BOT CHORD 2-16=-2597/3319, 15-16=-2597/3319, 13-15=-2004/2704, 11-13=-1996/2704, 10-11 =-2589/3319, 8-1 0=-2589/331 9 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 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 3-0-0, Interior(1) 3-M to 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. 11111111111 �p J. O'R GEN No 5.8126 O; S F fS ,11 N A� E�`%% Phlllp J. O'Regan PE No.58126 MITek USA, Inc. FL Gert 6634 69D4 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. 51IV2020 BEFORE USE. ' Design valid for use only with MTekOO connectors. This design is based only upon parametersshown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22343106 1650_B H4 Hip 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 09:31:40 2021 Page 1 ID:InOSXDI?zEJa_tKrck6s3Nz9Jrs-nam1X7_5oC83Gx4PgzJyVbDajnvg_iMuUfBYnuzyRyX 1-0 7-10-14 15-0-0 19-2-0 23-4-0 30-5-2 38 4-0 9-4- -0- 7-10-14 7-1-2 4-2-0 4-2-0 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 = 20 II 3x8 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020ITP12014 LUMBER - TOP CHORD 2x4 SP No.2 `Except' 5-6: 2x6 SP No.2, 1-4,7-10: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 `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) 3x4 = 4x6 = CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.74 Vert(LL) 0.3613-14 >999 240 MT20 2441190 BC 0.92 Vert(CT) -0.61 13-14 >740 180 WB 0.83 Horz(CT) 0:17 9 n/a n/a Matrix-SH 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. 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 15-0-0, Exterior(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 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-M 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 9. n 6 ,,,�II1111111/Ir�,, No 58126 :X-C '0 = O F : �/ • i0.% sO R �40 G �♦ s/0NA1-E .0% rrhlln.n�1�� Philip J. O'Regan PE No.58126 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 We: January 5,2021 A WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. ' Design valid for use only with MiTek@ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall 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 ANS111 P11 quality Criteria, DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22343107 1650_B H5 Hip 1 1 Job Reference (optional) Builders FirslSource (Tampa, FL), Tampa, FL - 33564. 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 09:31:42 2021 Page 1 I D:I n OSxD I?zEJa_tKrck6s3 Nz9Jrs-jzu nxp? LJ pOn VEEnxOLQa01 tBbZ5S iOBxzgfmzyRyV 1-0 6-11-3 13-0-9 17-0-0 21-4-0 25-3-7 31-4-13 38-4-0 94 6-1-7 3-11-7 4-4-0 3-11-7 6-1-7 6-11-3 1-0-0 Scale = 1:71.0 4.00 12 5x6 = 5x6 = ST1.5x8 STP = - 16 15 ST1.5x8 STP = 4x6 = Plate 3x4 = 46 = 3x4 = 3x4 = 46 = 3x4 = 46 = LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 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 Ib 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, 8-10=-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=-4071715 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(l) 3-0-0 to 17-0-0. Exterior(2E) 17-0-0 to 214-0, 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 prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-M tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 837 lb uplift at joint 2 and 837 lb uplift at joint 11. �•`Q�`,.�'�G E NSF• i No 58126 �'. O F <[/ 4 i Philip J. O'Regan PE No.58126 MffelkUSA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 A WARNING- Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE WI-7473 rev. 5/1912020 BEFORE USE Design valid for use only with MiTek© connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 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, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22343108 1660_B H6 Hip 1 1 Jab 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 I D:InOSxD I?zEJa_tKrck6s3Nz9Jrs-B9S9990_47 We7O pzV5sf7Dr4h?wS B3ZLAdQCO DzyRyU 19-4-0 1-0-q 6-11-3 13-0-9 19-0-0 19,2.0 25-37 31-4-13 3&4-0 1-0-0 6-11.3 8.1.7 5-11-7 0. - 5-11-7 6-1-7 fi-11-3 -0.0 0-2-0 Scale = 1:71.0 5x6 = 4.00 F12 19 ST1.5x8 STP = 1. 14 " ST1.5x8 STP = 3x8 - 30 = 46 = 3x8 = 46 = 3x4 = 3xB - 19-4-0 19-3-12 9-11.14 19-0-0 19,7,0 284-2 _ _ _38-4-0 9.11-14 9-0-2 a - 9-0.2 9.11-14 0-1-12 0-0.4 Plate Offsets (X Y)- [2:0-0-2,Edge1, [10:0-0-2,Edge1 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/clef! L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 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/TPI2014 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 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=-3506/2672, 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. `,,111111111111 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. � `%Q II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-M to 3-0-0, Interior(1) 3-0-0 to 19-2-0, Exterior(2R)••,.... left left for G E N S •• '92 i� 19-2-0 to 24-9-14, Interior(1) 24-9-14 to 39-4-0 zone; cantilever and right exposed ; end vertical and right exposed;C-C `��Q`Z` .• �•�•. �� 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 ap No 58126 p •+ 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 20.0psf 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 capable of withstanding 837 lb uplift at joint 2 and 837 lb uplift at =• S Qj plate 00. .t/ joint 10. %% • lfiln,fL11 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 Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek®connectom. This design is based only upon parameters shown, and is for an individual building component, not e a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web andlor chord memhers only. Adtlilional temporary and permanent hracing 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. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty 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-fMOXMVI crReVIYOA3pOufROHIOG5wa IU PH9mwfzyRyT 11-0-0 4-8-2 8-6-8 15-6-15 22-9-1 29-9-8 33-7-14 38-4-0 39-4-q -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 4.00 12 5x6 = 3x4 = 4 19 20 5 ii O 5x6 WB = 2x4 II 21 5x6 = 22 8 ST1.5x8 STP = 17 16 15 14 13 12 ST1.5x8 STP = 3x8 = 3x4 = 46 = 4x4 = 4x6 = 4x6 = 3x4 = 3x8 = AlN N O 8-6-8 15-6-15 22-9-1 29-9-8 38-4-0 8-6-8 7-0-7 7-2.3 8-6-8 Plate Offsets (X,Y)— [2:0-0-6,Edge], [4:0-3-12,0-2-12], [6:0-3-0,Edge], [8:0-3-12,0-2-12], [10:0-0-6,Edge] LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.63 14-15 >722 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.90 14-15 >502 180 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(CT) 0.20 10 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-SH Weight: 180 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-9-9 oc purlins. 4-6,6-8: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc,bracing. BOT CHORD 2x4 SP No.2 *Except* WEBS 1 Row at micipt. 4-15, 8-14 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) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3539/2866, 3-4=-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- C�1nI�, 1) Unbalanced roof live loads have been considered for this design. G E IV S+ �•�7'7j7 �� ���Q`Z` ••'\ 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. : V tC•'••_ 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 ' N O rJ8126 •� 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 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. i 9 •, S 4) Provide adequate drainage to prevent water ponding. . • 0 �i�T 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' Q Q;� \_,,� 0 R 1 - 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 �j (' I� SS� • • •�\` will fit between the bottom chard and any other members. � N A� 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 ���o�� joint 10. Philip J. O'Regan PE No.58126 M[fek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 bate: January 5,2021 A WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPN Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22343110 1650_B H8 Hip 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564. 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 09:31:45 2021 Page 1 ID:InOSxDl?zEJa_tKrck6s3Nz9Jrs-8YZwag2EckmLMizMd Wv7CewQ3oiRf4ndexvJS6zyRyS -1-M 6-6-8 12-1-8 14-4-11 1-0-0 I 6-6-8 5-7-0 - - - — — — 2-2-8 ' Scale = 1:26.3 ST1.5x8 STP = 3x8 = Plate LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 5x6 = 5x6 = ST1.5x8 STP = 6x8 = 14-4-0 SPACING- 2-M CSI. DEFL. in (loc) I/defl L/d PLATES GRIP Plate Grip COL 1.25 TC 0.77 Vert(LL) -0.10 6-7 >999 240 MT20 2441190 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.20 6-7 >843 180 Rep Stress Incr YES WB 0.44 Horz(CT) -0.01 6 n/a n/a Code FBC2020ITP12014 Matrix-SH Weight: 63 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-M oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-10-1 oc bracing. REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=129(LC 11) Max Uplift 2=-374(LC 12), 6=-268(LC 12) Max Grav 2=588(LC 1), 6=509(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-995/1088, 3-4=-884/1145 BOT CHORD 2-7=-1128/883, 6-7=-591/410 WEBS 4-7=591/527, 4-6=-547/842 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 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 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 35-0 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. NV NO 58126 •, S ,•(V41/ Phlllp 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. 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 MiTek7 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 ANS11TP11 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 T22343111 1650 B H9 Hip 1 1 .Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 5 NOV 30 2020 MI I ek Industries, Inc. I ue Jan 5 09:31:45 2021 rage _i ID:InOSxDI?zEJa_lKrck6s3Nz9Jrs-8YZwag2Eckm LMizMdWv7CewT2oe6f5sdexvJS6zyRyS -1-0-0 5-0-0 9-4-0 13-8-0 14-0-0 1-0-0 5.0-0 44-0 4.4-0 0-8-0 Scale = 1:26.3 ST1.5x8 STP = 4x4 = 6x8 = 4.00 5_2 3 9 10 2x4 II LOADING (psD TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-M Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.58 BC 0.77 WB 0.37 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 *Except* 3.4: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 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, 3-4=-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 46 = 5 ST1.5xB STP = 5x6 = DEFL, in (loc) I/deft L/d PLATES GRIP Vert(LL) -0.19 5-0 >852 240 MT20 244/190 Vert(CT) -0.40 5-0 >416 180 Horz(CT) 0.02 5 n/a n/a Weight: 71 Ito FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 54-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-8-0 oc bracing. WEBS 1 Row at midpt 3-5 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 4-11-12, Exterior(2R) 4-11-12 to 10-7-10, Interior(1) 10-7-10 to 14-1-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 372 lb uplift at joint 2 and 266 lb uplift at joint 5. No 58126 Z . Phillp J. O'Regan PE No.58126 MITek USA, Iric. 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.5/i=020 BEFORE USE. ' Design valid for use only with M7ek® connecters. 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 M!Tek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rP11 Quality Criteria, DSB-89 and 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 HJ1 Diagonal Hip Girder 2 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33554, 8.43U s NOV SU 2UZU mi t eK mausmes, Inc. i ue uan o uFLdl:4t zuz-I rage -I ID:InOSxDI?zEJa_tKrck6s3Nz9Jrs-4whg? W3U8MD3cO71kxxbH30g9cNx71 Ow5EOQX_zyRyQ -1-5-0 5-3-15 9-10-1 1-5-0 5-3-15 4-6-1 Srale = 1:21.2 3x4 = ST1.5x8 STP = 5-3-15 7-3-15 _ 9-10-1 5-3-15 2-0-0 2-6-1 Plate Offsets (X Y)— [2.0-4-11 Edge) LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deFl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.26 6-7 >435 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.30 6-7 >379 180 BCLL 0.0 Rep Stress Incr NO WB 0.24 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 37 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-M oc purlins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 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=-6681787, 6-7=-6681787 WEBS 3-7=-324/485, 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. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer /Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific off, to the use of this truss component. ,�,1lit'll ,, ; 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' 3-6-0 tall by 2-0-0 �� V A G E IV 5'.; 4) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle wide ��Q`Z`•. 7j1♦♦ (� will fit between the bottom chord and any other members. 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 38lb down and 105 lb up at 7-0-14, and 38lb down and 105lb up at 7-0-14 on top chord, and 34 lb up at 1-4-15, 34 lb �'U �• c up at 1-4-15, 47 lb up at 4-2-15, 47 Ito up at 4-2-15, and 36 lb down at 7-0-14, and 36 lb down at 7-0-14 on bottom chord. The ' 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). i O •a=�C/ ♦i�'�� • Q i• ,��� R p LOAD A+ Standard )Live 1) Dead Roof (balanced): Lumber Increase=1.25, Plate Increase=1.25 IIIltlllll Uniform Loads (plf) Vert: 1-4=-54, 2-5=-20 Phlllp J. O'Regan PE No.58126 Concentrated Loads (lb) Welk USA, Inc: FL Cert 6634 Vert: 6=-36(F=-18. B=-18) 9=-75(F=-38, B=-38) 10=58(F=29, B=29) 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not . a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or -chord members only. Additional temporary and permanent bracing Weil( 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 Oty Ply T22343113 1650_B HJ2 Diagonal Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 11.43U s Nov 3U 2u2u M1 I ex maustnes, Inc. I ue an a uv:31:4a zurl rage -1 ID:Ir"SxDI?zEJa_tKrck6s3Nz9Jrs-Y7F2Cs46vf8wD9ixlfSggHY1 JOIns WY4Ku7z3RzyRyP -1-5-0 5-0-1 9-2-4 1-5-0 5-0-1 4-2-3 Scale = 1:20.1 3x4 = ST1.5xB STP = LOADING (psf) SPACING- 2-M CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 TCDL 7.0 Lumber DOL 1.25 BC 0.45 BCLL 0.0 Rep Stress Incr NO WB 0.05 BCDL 10.0 Code FBC2020frP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP M 31 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. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) 0.42 6 >251 240 MT20 244/190 Vert(CT) -0.52 6 >201 180 Horz(CT) 0.01 4 n/a nla Weight: 31 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-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=4011; 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-M wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 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 14-15, 34 lb up at 14-15, 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 designtselection 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) 11=-36(F=-18, B=-18) J. O RF �ii� %�G E Al&'-. 91 0� i� No 5,8126 O:. OF •� i A%- 11111.11110 Phlllp 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 Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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 Inlohnation 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. -1-5-0 2.83 12 3x4 = ST1.5x8 STP = 8.43U s NOV 3U ZUYU mi I eK Incustnes, Inc. I ue Jan b u9:31:4d zuzi rage 1 ID:InOSxDI?zEJa_tKrck6s3Nz9Jrs-Y7F2Cs46vf8wDgixlfSggHY160mcs WL4Ku7z3RzyRyP Scale = 1:13.6 5-7-2 5-7-2 Plate Offsets (X Y)— f2:0-4-11 0-0-11 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deb L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.13 24 >488 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(CT) 0.12 2-0 >507 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0-1 Code FBC2020rrP12014 Matrix-P Weight: 19lb 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. 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); 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 chard live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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. J, 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 107 Ib uplift at joint 3, 389 Ib uplift at joint 2 and 157 lb uplift at joint 4. % N .•'�C E Ns' be to load(s) 45 lb at 4-2-15, and 45 lb up ���'Q`Z` 7) Hanger(s) or other connection device(s) shall provided sufficient support concentrated up at 4-2-15 on top chord, and 28 lb down 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 b ' ' r 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 i •. 0 F 44/ Uniform Loads (plf) i �i�'�,c• •� Q' Vert: 1-3=-54, 2-4=-20 Concentrated Loads (lb) ��� �j,�C1n'• R ; Q Vert:6=61(F=30, B=30) Phlllp J. O'Regan PE ND.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 Mil-7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 1, building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available tram Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Q� Symbols 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. 0-1/1fi - -I- For 4 x 2 orientation, locate plates 0- 1116" 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. CK O 2 U EL O Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS 8 7 6 5' JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ]CC -ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek® MiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See SCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSUTPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSlfrPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.