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Home My WebLink AboutTrussDocuSign Envelope ID: BF764A5E-DOOE-477F-8D99-4BEA1734A768 ARROW ON THE TRUSS REPRESENTS ITS LEFT END A'qAf#,,ROOF.- 2345740 IAW# FLOOR.- 238- 9 64-00-00 14-08-00 20-04-00 29-00-00 4-08-00 10-00-00 20-04-00 0 7-09-00 9-11-00 0 0 N m ¢ a a a< a a a a a a 0 m A/ r- M LO ti I—r -� I,-� tiI I—r rl- LO M r 2 U U W W W W W W W W lu W W W W U U CJ1BQi CJ1B CDCJ3C 4-0 -00 4 4 8-0 -00 CJ3C 0 0 0 0 0 0 D ` I EJ5 N N & N �- EJ5 0 p 7-00-00 0 D GR4 -ill 2 0 -08 to M 2 0 -00HA POST POST 2X6 BRG. WALL 1 - 7-03 1 U L IN CJ1A FT1 120-CID-00 J14 — v M (Y LL z � .... _ �.. FT1 0 o o CJ3 o ' LL w R LL Ci ..._ __-.... __.. O O . CJ5 O J14 W F 1 N N o STAIR w _.._ r F W FT1 o z— ..... EJ7 J14 � ow D 2 0 -00 zW............................. °o �' . F1 1 EJ7 a J14 FT1 1 0 -00 - J14 HGus2sd s EJ7 FGRS o COL-1 FT1 0 M4A aa. EJ7 0 M4A 1 0 -00 FT21-0 -03 cfl N 2 0 -00 _-..__ ........._ ....... -- ------ 0 __.........,M...�..-_ -03 FT3 EJ7 M4A ____.._ _. w_"___-__ _--�.- FT3 z EJ7 W- FT3 W Z N EJ7 M4 =" _......._ _ -- FT4 r w a W-- W 0o CJ5 s .-- _, M4 - LL o FT4 °o CJ3 -14 FT4 M4 HHUS46 o z_ FT4 HHUS46 CAAo 0 M4 _ y FT4 GR3 q 2 0 LO FT4 M4 Jg a yV 0 ME M=__..w __„__ _ .._ _,._ -. FT4 JS U 00 COL-3 o o 0 -03 FT3 OPD D 0o M4A - - ---- ---- - ... _..__._ _ J8 r, FT3 c� M4A = - - _ -0- 0 -03 "FT3 _ OPD - �� - - J8 FT3 M4A FT5 1-1 -C 0 M4A --� — — - �� ::� a a.: 3:. J9A 0 o FT5 2_0 _ 0 0 M4A J9A (n -- - o FT5_ 0 M4A ^6 FT6"H J9 0 0o Z - =_ FT777 M4A J9 N FT7 c6 0 64 _ _-- J9 FT7 � o M4A J9 0 - FT7 2-0 7J9 - 0 FT7 l M4A — - -------- FC1 - ........_....__.._.._.._.. FTGE2 2-0 -00 FGR2 12-0 -00 2 0 -00 t 2-00-C 0 0 16 GR5 N o 0 o 00 To = o 0 o CJ3C 0 0 4 co o 1 o co CJ3 0 6 0 0 0 00-0 0� 0 0 L6 CJ1 N N CJ1 o 0 0 N N N .r� ✓L;) m U Cl) Ln if) to if) N (fl CO (O CO (O (O N U -� U [ its A --a to M m U ULU W W W LL LL W W W Ul W W U 6-08-00 14-04-00 6-08-00 4-08-00 22-00-00 5-08-00 9-00-00 3-04-00 16-00-00 3-04-00 41-04-00 22-08-00 reviewed & approved DGcuSigned by: VA Vt,� � t (tr E935FAF30E92486... 9/15/2021,0 ,builders FirstSource 1602 INDUSTRIAL PARK DR PLANT CITY FL Phone: (813) 759-5922 Fax: (813) 752-1532 http://www.bldr.com uenerai noses: - 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 aR 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 plumbinlg traps. - Installation Contractor and/or Field Supervisor are to verify all dimensions, trap locations, and options prior to installation Dimension Notes: - Drawing not to scale. Do not scale dimensions Roof: TCLL: 20 P3F TC L: 10 ``NSF L : 0 P Floor: TCLL: 40 PS _'_ TC) • , . Wind; Velocity", 160 MPH Exp. Cat,,-, R'Isk gat.:I t v%r, i' ^", ,, Lower '"am' Pian ,:. 1401 Lone Pine Dr. Fort Pierce, FL 34982 Layout: CORNETT_MF_LAY Date: 07/16/20 Revision History: Revl: 07/29/20 Rev2: 09/02/20 Rev3: NOT TO SCALE SHEET lof2 DocuSign Envelope ID: BF764A5E-DOGE-477F-8D99-4BEA1734A768 ARROW ON THE TRUSS REPRESENTS ITS LEFT END AW# ROOF: 2345740 AW# FLOOR: 2389049 reviewed & approved DocuSigned by:'ar, E935FAF3OE92486... 9/15/2020 g oft Builders FirstSource 1602 INDUSTRIAL PARK DR PLANT CITY FL Phone: (813) 759-5922 Fax: (813) 752-1532 http://www.bldr.com - Per ANSI/TPI 1-2007 all " Truss to Wall" connections are the responsibility of the Building Designer, not the Truss Manufacturer. - Dimensions are Feet -Inches- Sixteenths. - Trusses are to be 24" o.c. unless noted otherwise (U.N.O.) - Trusses are not designed to support brick U.N.O. Do not cut or modify trusses without first contacting Builders FirstSource. - Immediately contact Builders FirstSource if trusses are damaged. Connection Notes: - All hangers are to be Simpson or equivalent U.N.O. - Use Manufacturer's specifications for all hanger connections U.N.O. - Use 10d x 1 1/2" Nails in hanger connections to single ply roof girder trusses. Floor Truss Notes: - Shift truss as required to avoid plumbing traps. - Installation Contractor and/or Field Supervisor are to verify all dimensions, trap locations, and options prior to installation Dimension Notes: - Drawing not to scale. Do not scale dimensions Roof: TCLL: 20 PSF TCDL: 10 PSF BCDL: 10 PSF Floor: TCLL: 40 PSF TCDL: 15 PSF BCDL: 5 PSF Wind: Velocity: 160 MPH Exp. Cat.: B Risk Cat.: II Roof pitch: 3/12 & 6/12 Overhang: 2'.0" Carters Concrete Const, Cornett Upper Framing Plan 1401 Lone Pine Dr. Fort Pierce, FL 34982 Designed by: CG Layout: CORNETT _RF_LAY Date: 07/16/20 Revision History: Rev1: Rev2: Rev3: ents: NOT TO SCALE SHEET 2of2 ARROW ON THE TRUSS REPRESENTS ITS LEFT END CJ1B 9 CAB CJ3C q I 4-0 -00 4 4 8-00-00 i o o CJ3C O I O 10 p O O A EJ5 N N ( EJ5 — -00 0 u m Q 2 0 -08 H3 ¢ ¢ ¢ 2 0 -00 os Posr LL I ti. Ix6 SRG. WALL CAA CJ3 ' J14 ----��) 8 m LLi IL 4 O 20-�-0D 9 U FT1 ;. a p o IYK" w i N CJ5 N 1 ci - o c� J14 STAIR �; rci m i EJ7 FT1 rt .. J14 _ t �w _ _ _ 4 210 -00 0. o a EJ7 FT7 0 -00 J14 FGR5 7 0 200-00 M4 M4 1 0 = FT2... 1-0 -03... ) q EJ 7 o N -00 _ .... . 2 0 -00 i ! EJ7 ''--�.:—.�..._.... . ,...., --._ _� .._-_.:.:_ ._ FT3 "' M4 EJ7 EJ7 .. FT3 - ? �a M4 - . - LLg . . _. i; FT4.. per_• Fw o FT4-CJ5 I M4 S � = o �j x_ --. — ao HRU546 aFT4 - �-� '- I _ a _ v _e:� CJ3 M4. CJ1A o 0 0 ru--- i FT4 HUS461 i f w A M4 a _IIT 1 I h FT4_.. GR3 2-0 I E M4 _ FT4 J6 o JB U U o q FT4 v p o � i cola 66 .:..;....:....._..._.-^_-.. �_:...._ -0 11 _._.__.._w oPD -03 FT3 PD M4 FT3 -JB < M4A — _ ...... -0 _.._ -03 FT3 °PD o Ja - -; - - 2-0 ._ 0 _. .. FT3 ". ..... _. .. M4A __ ...:. FT5 1-1 0 M4A,a c -: .,_—......_.. ... ...... a� J9A o FT5 2-0 0 0 M4 — _.... J9A n _ o FT5 " M4 - — FT6 �: J9 M4 o o J9 - w...®. w FT7 .... m M4 - _ o F o M4 1 _ J9 — _ -. _ F17 1-0 8 2-0 -00 T E2 F* FGR2 2-0 -00 2 0 -00 �' 2-0 0 GR5. _ _ o 0 o CJ3C — _ ' o o 6 e o — - CJ3 o 9 0 00 o oe p -- o o e D-OQ o o ! -- Y 0 o o o N CJ1B- I I CJ1 o in e N O (N I N -- AW# ROOF: 2345740 AW# FLOOR: 2389049 Builders FirstSource 1602 INDUSTRIAL PARK DR PLANT CITY FL Phone: (813) 759-5922 Fax: (813) 752-1532 http://www.bldr.com - 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 lOd x 1 1/2" Nails in hanger connections to single ply roof girder trusses. Floor Truss Notes: Shift truss as required to avoid plumbing traps. Installation Contractor and/or Field Supervisor are to verify all dimensions, trap locations, and options prior to installation Dimension Notes: - Drawing not to scale. Do not scale dimensions Roof: TCLL: 20 PSF TCDL: 10 PSF BCDL: 10 PSF Floor: TCLL: 40 PSF TCDL: 15 PSF BCDL: 5 PSF Wind: Velocity: 160 MPH Exp. Cat.: B Risk Cat.: II Roof pitch: 3/12 86/12 Overhang: 2'-0" Carters Concrete Const. Cornett Lower Framing Plan 1401 Lone Pine Dr. Fort Pierce, FL 34982 Layout: CORNETf_MF_LAY Date: 07/16/20 Revision History: Rev1:07/29/20 Rev2:09/02/20 Rev3: NOT TO SCALE I SHEET loft ® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RE: CORNETT - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Carters Concrete Construction Project Name: Cornett Model: N/A Tampa, FL 33610-4115 Lot/Block: N/A Subdivision: N/A Address: 1401 Lone Pine Dr., N/A City: Fort Pierce State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 40.0 psf Floor Load: 60.0 psf This package includes 88 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# 1 T21299764 Al 9/15/20 23 T21299786 2 T21299765 A2 9/15/20 24 T21299787 3 T21299766 A3 9/15/20 25 T21299788 4 T21299767 A4 9/15/20 26 T21299789 5 T21299768 A5 9/15/20 27 T21299790 6 T21299769 CJ1 9/15/20 28 T21299791 7 T21299770 CJ 1 A 9/15/20 29 T21299792 8 T21299771 CJ1B 9/15/20 30 T21299793 9 T21299772 CJ3 9/15/20 31 T21299794 10 T21299773 CJ3A 9/15/20 32 T21299795 11 T21299774 CJ3B 9/15/20 33 T21299796 12 T21299775 CJ3C 9/15/20 34 T21299797 13 T21299776 CJ5 9/15/20 35 T21299798 14 T21299777 CJ5A 9/15/20 36 T21299799 15 T21299778 CJ5B 9/15/20 37 T21299800 16 T21299779 CJ6 9/15/20 38 T21299801 17 T21299780 CJ7 9/15/20 39 T21299802 18 T21299781 CJ7A 9/15/20 40 T21299803 19 T21299782 EJ3 9/15/20 41 T21299804 20 T21299783 EJ5 9/15/20 42 T21299805 21 T21299784 EJ6 9/15/20 43 T21299806 22 T21299785 EJ6A 9/15/20 44 T21299807 Truss Name Date ER 9/15/20 ERA 9/15/20 EJ8 9/15/20 EJ8A 9/15/20 FC1 9/15/20 FC2 9/15/20 FGR1 9/15/20 FGR2 9/15/20 FGR3 9/15/20 FGR4 9/15/20 FGR5 9/15/20 FGR6 9/15/20 FGR7 9/15/20 FT1 9/15/20 FT2 9/15/20 FT3 9/15/20 FT4 9/15/20 FT5 9/15/20 FT6 9/15/20 FT7 9/15/20 FT8 9/15/20 FTG E 1 9/15/20 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Plant City, FL). Truss Design Engineer's Name: ORegan, Philip My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the .designs comply with ANSIlTPI 1. These designs are based upon parameters .—,,shown (e.g., loads, supports, dimensions, shapes and design codes), which were Q`� iven to MiTek or TRENCO. Any project specific information included is for MiTek's or FRENCO's customers file reference purpose only, and was not taken into account in the ~preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design perANSI/rPI 1, Chapter 2. d'a O'tr��°gs & ♦ 6 r 4 .. v � = r , ��:.. STATE OF ! s'�'' C�` • A,C O R °ass,tO N A1.. S� 0" 111111 Philip 1 D`Regan PE No.58126 MIT& USA, Inc. FI. Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 15,2020 ORegan, Philip 1 of 2 .-" A. J MiTek USA, Inc. RE: CORNETT - 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer Info: Carters Concrete Construction Project Name: Cornett Model: N/A Lot/Block: N/A Subdivision: N/A Address: 1401 Lone Pine Dr., N/A City: Fort Pierce State: FL No. Seal# Truss Name Date 45 T21299808 FTGE2 9/15/20 46 T21299809 GR1 9/15/20 47 T21299810 GR2 9/15/20 48 T21299811 GR3 9/15/20 49 T21299812 GR4 9/15/20 50 T21299813 GR5 9/15/20 51 T21299814 GR6 9/15/20 52 T21299815 GR7 9/15/20 53 T21299816 GR8 9/15/20 54 T21299817 GR9 9/15/20 55 T21299818 GR10 9/15/20 56 T21299819 GR11 9/15/20 57 T21299820 H 1 9/15/20 58 T21299821 H2 9/15/20 59 T21299822 H3 9/15/20 60 T21299823 H4 9/15/20 61 T21299824 H5 9/15/20 62 T21299825 H6 9/15/20 63 T21299826 H7 9/15/20 64 T21299827 H8 9/15/20 65 T21299828 H9 9115/20 66 T21299829 H 10 9/15/20 67 T21299830 H 11 9/15/20 68 T21299831 H 12 9/15/20 69 T21299832 HJ1 9/15/20 70 T21299833 HJ2 9/15/20 71 T21299834 HA 9/15/20 72 T21299835 HA 9/15/20 73 T21299836 HJ5 9/15/20 74 T21299837 HJ7 9/15/20 75 T21299838 J6 9/15/20 76 T21299839 J8 9/15/20 77 T21299840 J9 9/15/20 78 T21299841 J9A 9/15/20 79 T21299842 J14 9/15/20 80 T21299843 J15 9/15/20 81 T21299844 M4 9/15/20 82 T21299845 M4A 9/15/20 83 T21299846 T1 9/15/20 84 T21299847 T2 9/15/20 85 T21299848 T3 9/15/20 86 T21299849 T4 9/15/20 87 T21299850 V1 9/15/20 88 T21299851 V2 9/15/20 2 of 2 Job Truss Truss Type Qty Ply T21299764 CORNETT Al Common 5 1 Job Reference (optional) Builders FirstSource (Plant City, FL) IN 1 1-10-8 Plant City, FL - 33567, 6-7-12 6-7-12 6.00 12 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 04:09:36 2UZU Page 1 1 D:F000RhfV B8Kvj01 vda2AvgyxZ2K-rtNtUj MORDJ PR5eHdYgAgagda7bic?9Hhz_pOgydVMj 194-4 26-0-0 1 27-10-8 6-4-4 6-7-12 1-10-8 4x6 = 5x8 11 3x4 = 3x6 = 3x4 = ST1.5x8 STP = 5xB II Scale = 1:49.8 Iio LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.22 12-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.34 12-14 >912 180 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(CT) 0.05 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 148 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-2-15 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 3-8-10, Right 2x6 SP No.2 3-8-10 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Harz 2=-188(LC 13) Max Uplift 2=548(LC 12), 10=-548(LC 13) Max Grav 2=1153(LC 1). 10=1153(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=16381797, 4-6=-1447/800, 6-8=-1447/800, 8-10=-1637/797 BOT CHORD 2-14=-661/1361, 12-14=-307/963, 10-12=-577/1361 WEBS 6-12=320/523, 8-12=-315/375, 6-14=320/523, 4-14=-315/375 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extedor(2)-1-10-8 to 4-1-8, Interior(1) 4-1-8 to 13-0-0, Extedor(2) 13-0-0 to 19-0-0, Interior(1) 19-0-0 to 27-10-8 zone; cantilever left and right exposed ; end vertical leftand right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 2x4 MT20 unless otherwise indicated. 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, with BCDL = I O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 548 lb uplift atjoint 2 and 548 lb uplift at joint 10. w-. WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shaven, 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 ��y8g4961PH1ptt No 58126 : 4 ° S 441 % poll I l Philip J. O'Regan PE No.58126 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 15,2020 Fit iTek 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T21299765 CORNETT A2 Common 3 1 Jab Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 04:09:38 2020 Page 1 I D: F000 RhfVB8Kvj01 vda2AvgyxZ2K-oGVdvPOHzga7gPogkziel?vzOxH84uNa8HTwTjyd V Mh 1-10� 6-7-12 13-M 19-4-4 26-0-0 1-10-0 6-7-12 6-4-4 6-4-4 6-7-12 2x4 R 46 = 6.00 12 I Scale = 1:47.2 i i 5x8 II 3x4 = 3x6 = 3x4 = 3xB II B-9-3 17-2-13 26-0-0 8-9-3 8-5-11 8-9-3 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.61 BC 0.73 WB 0.43 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 3-8-10, Right 2x4 SP No.3 3-8-10 REACTIONS. (size) 9=Mechanical, 2=0-8-0 Max Horz 2=199(LC 16) Max Uplift 9=-467(LC 13), 2=549(LC 12) Max Grav 9=1036(LC 1), 2=1157(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=1645/827, 4-6=-1455/830, 6-7=-1468/871, 7-9=1657/867 BOT CHORD 2-12=-674/1368, 10-12=-320/970, 9-10=-616/1385 WEBS 6-10=-334/538, 7-10=-328/385, 6-12=319/522, 4-12=-315/375 Im 0 DEFL. in (loc) I/deft Lid PLATES GRIP Vert(LL) -0.22 10-12 >999 240 MT2D 244/190 Vert(CT) -0.34 10-12 >916 180 Horz(CT) 0.05 9 n/a n/a Weight: 139 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-8-2 oc purlins BOT CHORD Rigid ceiling directly applied or 7-2-1 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2)-1-10-8 to 4-1-8, Interior(1) 4-1-8 to 13-0-0, Exterior(2) 13-0-0 to 19-0-0, Interior(1) 19-0-0 to 26-0-0 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) 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, with BCDL = I O.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 467 lb uplift atjoint 9 and 549 lb uplift at joint 2. A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 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 ANSUT1711 Qualify Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20801 *IttJ11' 11C)ef 1111 bye` \V o , t No 58126 r 441 0 0 Philip J. O'Regan PE No.58126 MiTek USA, Inc. FL Cert W34 6904 Parke East Blvd. Tampa FL 33610 i ` - Date: September 15,2020 iT 6904 Parke East Blvd. Tampa, FL 36610 Jab Truss Truss Type Qty Ply T21299766 CORNETT A3 Common 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567. 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 04:09:38 2020 Page 1 I D:F000 RhfV BBKvj01 vda2AvgyxZ2K-oGVdvPO Hzga7g Pogkziel?vzDxHF4u NaBHTwTjydV Mh 6-7-12 13-M 19-4-4 26-0-0 6-7-12 6-4-4 6-4-4 6-7-12 Scale: 1/4"=1' 4x6 = 5x8 II 3x4 = 3x6 = 3x4 = 3x8 II ST1.5x8 STP = 8-9-3 17-2-13 26-0-0 8-9-3 8-5-11 8-9-3 Plate Offsets (X Y)— [1:0-3-8 Edge], [7:0-5-9,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.22 8-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.34 8-10 >919 180 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(CT) 0.05 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 132 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-11 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-0-8 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 3-8-10, Right 2x4 SP No.3 3-8-10 REACTIONS. (size) 1=0-8-0, 7=Mechanical Max Harz 1=-177(LC 13) Max Uplift 1=-468(LC 12), 7=468(1_C 13) Max Grav 1=1040(LC 1), 7=1040(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-3=1665/871, 3-4=-1475/874, 4-5=-1475/875, 5-7=1665/871 BOT CHORD 1-10=-692/1392, 8-10=326/978, 7-8=-633/1392 WEBS 4-8=-334/538, 5-8=-328/385, 4-10=-333/537, 3-10=-329/385 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extehor(2) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 13-0-0, Extehor(2) 13-0-0 to 19-0-0, Interior(1) 19-0-0 to 26-0-0 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) 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, with BCDL = 10.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 468 lb uplift atjoint 1 and 468 lb uplift at joint 7. A ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 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/TPl1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 ��illlAlpt! .; No 58126 '(} : cc 411 w err�le�e Philip J. O'Regan PE Ne.58126 MiTek USA, Inc. FL Cert 6634 8804 Parke fast Blvd, Tampa FL 33610 Date: September 15,2020 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T21299767 CORNETT A4 Common 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 04:09:39 2020 Page 1 I D:F000RhfVB8Kvj01 vda2AvgyxZ2K-GS3?61Pvk8i_IZNsl hDtHDRB?LdtpKLjNxCT?9ydVMg 2-1-8 6-5-0 10-8-8 15:2 0 19-3-8 19,56 22 1-8 4-3-8 4-3-8 4-3 8 4-3-8 0- Iu 4x6 = 5x8 = 3x6 = Scale=1:36.4 1-10-8 2 1 S 10-8-8 19-3-8 1918 1-10-8 0-'3b 8-7-0 8-7-0 0-`3-0 Plate Offsets (X,Y)— [8:0-4-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.12 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.25 7-8 >823 180 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Weight: 102 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 9=0-6-0, 7=0-6-0 Max Horz 9=143(LC 9) Max Uplift 9=-404(LC 12), 7=306(LC 13) Max Grav 9=871(LC 1), 7=680(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=703/426, 4-5=-704/446 BOT CHORD 8-9=370/653, 7-8=-410/689 WEBS 2-9=-213/294, 3-9=821/597, 4-8=190/376, 5-8=-177/256, 5-7=-722/444 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extedor(2) 0-0-0 to 6-3-6, Interior(1) 6-3-6 to 10-8-8, Extedor(2) 10-8-8 to 16-8-8, Interior(1) 16-8-8 to 19-4-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and q�9 L 6 i! 8d $�I8 forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 1�4,h 3. 0 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 +3 ' a*yr�� ° ,... o�°yQ r, E i1j �%1 _per •' ` �'°, Y �,m,, will fit between the bottom chord and any other members. r ti 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 404 lb uplift atjoint 9 and 306 lb uplift at : No 58126 joint 7.441 +. {"Af-1� Philip J. O'Regan PE No.58125 •, MlTek USA, Inc. FL Cart W34 6904 Parke East Blvd. Tampa FL 33610 Date: September 15,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19M020 BEFORE USE. -- Design valid for use only with M7ek® connectors. This design is based only upon parameters shown, and is for an individual building component, not y a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSg?P11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T21299768 CORNETT A5 Common 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 04:09:40 2020 Page 1 I D:F000 RhfV BBKvj01 vda2AvgyxZ2K-kfdO K4PXVSgrwiy2s016gQ_PJI_JYostcbyl XbydVMf 6-5-0 10-8-8 15-0-0 19-3-8 21-5-0 2-1 8 4-3-8 4-3-8 4-3-8 4-3-82-1-0 aJ 4x6 = 5x8 = 3x4 = 1-10-8 21-j3 10-8-8 19-3-8 19r6r8 21-5-0 1-1 80 0- 8-7-0 8-7-0 0- - 1-10- Scale = 1:37.4 Iv 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) -0.08 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.17 8-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(CT) 0.02 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 108 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 8=0-6-0, 10=0-6-0 Max Horz 10=136(LC 12) Max Uplift 8=-400(LC 13), 10=-400(LC 12) Max Grav 8=857(LC 1), 10=857(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-674/398, 4-5=674/398 BOT CHORD 9-10=-335/632, B-9=-257/632 WEBS 4-9=-149/353, 5-8=-790/550, 6-8=-212/293, 3-10=-790/550, 2-10=-212/293 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-0-0 to 6-3-6, Interior(1) 6-3-6 to 10-8-8, Exterior(2) 10-8-8 to 16-8-8, Interior(1) 16-8-8 to 21-5-0 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) This truss has been designed fora 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 400 lb uplift at joint 8 and 400 lb uplift at joint 10. 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 is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPlf Quality Criteria, DSB49 and BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 No 58126 CC F C? tollitit PhilipJ. O'Regan PE No.58126 MiTek USA, Inc, r"L Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date - September 15,2020 iTe 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T21299769 CORNETT CA Corner Jack 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567. 2x4 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 04:09:41 2020 Page 1 I D: FOOORhfVBSKvj01 vda2AvgyxZ2K-CrBmXQ Q9GlyiXsXFQ6G LNeXcF8S5H LQOq Fha32yd V Me 1-9-8 R 1-9-8 Scale = 1:12.2 1-2-0 1-9-8 ' 1-2-0 6-71 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-P Weight: 8 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-9-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-6-0 Max Horz 5=51(LC 9) Max Uplift 3=-42(LC 12), 4=-18(LC 12), 5=-24(LC 8) Max Grav 3=17(LC 19). 4=13(LC 10). 5=124(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extedor(2) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • 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. 4) Refer to girder(s) for truss to truss connections. mechanical 5) Providec connection (by others) of truss to bearing plate capable of withstanding 42 lb uplift atjoint 3, 18 lb uplift at joint 4 andlb ft atjoint ��yt�� ,`i}i Na 581.26 m m per. cams m ® OF > 441Z O .padC1��1 �C%_��®® 1111111 Philip J. O'Regan PE No.58126 MIT& USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 15,2020 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 �L 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 �°_ is always required far stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and 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 T21299770 CORNETT CAA Corner Jack 4 1 Jab Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 04:09:42 2020 Page 1 I D:F000RhfV BBKvj01 vda2AvgyxZ2K-g 1 ISIm Rn 134Y906Rzpnavr3iEYoYOo5A3vR7cUydVMd -1-10-8 -Olt-2 1-M 1-6� 01-2 1-0-0 v 2x 1 Scale = 1:9.3 3x8 I1 PT1 S,R STP 1-0-0 1-0-0 Plate Offsets (X,Y)-- [1:0-2-2,0-1-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(CT) 0.00 5 >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 FBC2017frP12014 Matrix-R Weight: 10 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pudins, 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. OTHERS 2x4 SP No.3 REACTIONS. (size) 5=0-8-0, 3=Mechanical, 4=Mechanical Max Horz 5=64(LC 12) Max Uplift 5=-182(LC 12), 3=82(LC 1), 4=-30(LC 1) Max Grav 5=300(LC 1), 3=49(LC 8), 4=16(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-253/389 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. ll; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • 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 If II 111181 will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. ®@@@@ 1®,0 (� 'f ®�® 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 182 lb uplift at joint 5, 82 lb uplift atjoint y4 ,��,,... $1 G N q "• "7}1. e® .• 1 L l: p@• YY 3 and 30 Ib uplift atjoint 4. �'� No 58126 cc OF :�441 A IN p� 1111121111"d° Philip J. O'Regan PE No.58126 MiTek USA, Inc. FL Gent 6634 6904 Parke East Blvd. Tampa FL 33614 Date: K September 15,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19l2020 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 iT' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Mek 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. Safetyinthr nation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21299771 CORNETT CAB Corner Jack 8 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 1-10-8 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 04:09:43 2020 Page 1 I D:F000 RhfV B8Kvj01 vda2AvgyxZ2K-8EI Wy6SPoMCPnAhdXXIpS3cvZy9TIFLJ IZAh8wydVMc Scale =1:6.7 ST1.5x8 STP = 3x4 = 1-6-0 1-6-0 Plate Offsets (X,Y)-- [1:0-2-2,0-1-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 2 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-P Weight: 10 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-6-0 cc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=58(LC 8) Max Uplift 3=-37(LC 1). 2=-261(LC 8) Max Grav 3=59(LC 8), 2=253(LC 1), 4=28(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ) Refer truss e lirtruss to Providmechancalconnection 5b others) of truss to bearing late capable of withstanding 37 lb uplift at'oint 3 and 261 lb uplift at (Y ) 9P P 9 P J P joint 2. ♦� ld�°° I® ;'t/ s •. �� o No 58126 Lc X QF 441 Ole 0 0NM �fatlfiAl�51t�1 Philip J. O'Regan PE No.58126 MIT& USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 fate: September 15,M20 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing i''' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Mek fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety lrrformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21299772 CORNETT CJ3 Corner Jack 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL) v Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 04:09:44 2020 Page 1 I D:F000 RhfV B8Kvj01 vda2AvgyxZ2K-cQsu9ST1 Zg KGO KFg5Ep2_G92kM U_UibS WDwEgNydV Mb i-1-10-8 3-0-0 1-10-8 3-M 2w Scale = 1:14.4 3x8 11 ST1.5x8 STP = 3-0-0 3-0-0 Plate Offsets (X,Y)— [1:0-2-2,0-1-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.00 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.01 4-5 >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 FBC2017/TP12014 Matrix-R Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 5=0-8-0, 3=Mechanical, 4=Mechanical Max Horz 5=121(LC 12) Max Uplift 5=-140(LC 12), 3=69(LC 12) Max Grav 5=277(LC 1), 3=52(LC 1), 4=48(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-5=237/319 Structural wood sheathing directly applied or 3-0-0 cc punins, except end verticals. Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 140 lb uplift at joint 5 and 69 lb uplift at joint 3. 1A *%��iHli9Jd�g�fl �4OQY�yta'•�GEN j • a.. 1I No 58126 rb• 'c441 Z. <o ifg8itl Philip J. D'Regan PE No.58126 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date - September 15,2020 --- AWARNING - 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 M7ek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 °' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89and 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 T21299773 CORNETT CJ3A Corner Jack 6 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 04:09:44 2020 Page 1 I D:F000RhfVBSKvj01 vda2AvgyxZ2K-cQsu9ST1 ZgKG O KFg5Ep2_G95zM Sb UhvS WDwEg Nyd VM b 3-0-0 2x4 11 5 2-4-8 3-0-0 Scale: V=1' r7 0 2-4-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.22 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) -0.02 3 n/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix-P Weight: 11 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-6-0 Max Horz 5=88(LC 12) Max Uplift 3=-90(LC 1), 4=-100(LC 1), 5=-153(LC 12) Max Grav 3=23(LC 8), 4=38(LC 8), 5=425(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=246/366 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extedor(2) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 90 lb uplift atjoint 3, 100 lb uplift atjoint 4 and 153 lb uplift atjoint 5. No 58128 7. S cc 0 F ' tit °�. Philip J. O'R6gan PE No.58126 = MiTek USA, Inc. FL Cert 6634 6004 Parke East Blvd, Tampa FL 3:3610 Date: September 15,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not Y 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 ;' 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 ANS11rPl1 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 T21299774 CORNETT CJ3B Corner Jack 6 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567. 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 04:09:45 2020 Page 1 I D:F000 RhfV BBKvj01 vda2AvgyxZ2K-5cQHNoTg K_S7OUgOfxKHXUhBgmgpD5hclffnCpydVMa 2-4-8 3-0-0 2-4-8 0-7-8 Iq 0 5x6 = Scale: 1 "=1' 1-10-8 2�-8 3-0-0 1-10-8 0-8-0 0-7-8 Plate Offsets (X,Y) - [5:0-3-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(CT) 0.12 3 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-P Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 cc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 5=0-6-0, 4=Mechanical Max Horz 5=88(LC 12) Max Uplift 3=-384(LC 1), 5=-221(LC 12) Max Grav 3=117(LC 8), 5=614(LC 1). 4=11(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=191/254 WEBS 2-5=589/897 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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. 4) Refer to girder(s) for truss to truss connections. ``�� P `v•,,....,,• 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 384 lb uplift atjoint 3 and 221 lb uplift at 1� .• G E rN S '• Q� s� joint 5. ♦a�`Q� , V F• r o b � NO 58126 0 yy N L • • CC441 RR\ Philip J. O'Regan PE No.58126 Welk USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 15,2020 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 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 �' 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 ANSIfTPIf Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Informadon available Rom Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21299775 CORNETT CJ3C Comer Jack 8 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, -1-10-8 1-10-8 ST1.5x8 STP = 3x4 = 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 04:09:46 2020 Page 1 I D: F000 RhfVB8Kvj01 vda2AvgyxZ2K-Zo_fa8U15Ha_ed PCCfrW4hEON99Jyc5l_XP LIFydV MZ Scale = 1:9.6 3-0-0 3-0-0 Plate Offsets (X,Y)— [1:0-2-2,0-1-0] LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.00 2-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017IrP12014 Matrix-P Weight: 15 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid Ceiling directly applied or 10-0-0 cc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=79(LC 8) Max Uplift 3=-31(LC 12), 2=-273(LC 8) Max Grav 3=22(LC 1), 2=293(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 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) 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) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Refer truss truss tof as i 11 11.4 5) Providte mlechanicalrconnection b otherconnections. truss to bearing late capable of withstanding 31 lb uplift at'oint 3 and 273 lb uplift at (Y ) 9P P 9 P 1 P joint2. ji `4�y1 t�a +T No 58126 x� • F e�- 4#��O 44/ P r`�0`4 a� '16 '9/0 V•`'® N AL A, t,raaa® Philip J. O'Regan PE No.58126 ! MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 15,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WSW 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-99 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 T21299776 CORNETT CJ5 Corner Jack 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, A -1-10-8 11-im 2* 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 04:09:46 2020 Page 1 I D: F000 RhfVBBKv]01 vda2AvgyxZ2K-Zo_faBU 15Ha_edPCCfrW4h ENG968yc51_XPLIFydVMZ 5-0-0 5-0-0 Scale = 1:19.6 5 4 3x6 11 ST1.5x8 STP = 5-0-0 5-0-0 Plate Offsets (X,Y)— [1:0-2-2,0-1-01, [2:0-0-14,0-1-12], [5:0-0-0,0-1-12], [5:0-4-0,0-1-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.03 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.05 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-R Weight: 23 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 cc puriins, 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. OTHERS 2x4 SP No.3 REACTIONS. (size) 5=0-8-0, 3=Mechanical, 4=Mechanical Max Horz 5=180(LC 12) Max Uplift 5=-157(LC 12), 3=134(1_C 12), 4=-5(LC 12) Max Grav 5=338(LC 1). 3=118(LC 1). 4=88(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-5=290/374 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extedor(2)-1-10-8 to 4-1-8, Interior(1) 4-1-8 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. B9 frtd 3) ' 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. gffib111111 A:V�� 4) Refer to girder(s) for truss to truss connections. jV Q �� ,,>Q •••�e�•E fin'• 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 157 lb uplift atjoint 5, 134 lb uplift at �. :`"• joint 3 and 5 lb uplift at joint 4. No 58126 ;. r �•CCr F 14/ pit 100" if II0 r Philip J. O`Regan PE No.58126 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date - September 15,2020 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 �" 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/TPlf Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21299777 CORNETT CJ5A Corner Jack 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 04:09:47 2020 Page 1 I D: FOOORhfVBBKvjD1 vda2AvgyxZ2K-1 ?Y1 oUVwsbirGn_Pm MNlcvncl ZU5h2kvDBBu Hhyd VM Y 5-0-0 5-0-0 Scale = 1:18.4 2x4 I I 1-10-8 2-1-e 5-0-0 1-10-8 A' 2-10-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.01 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.17 Vert(CT) 0.01 4-5 >999 �180 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) -0.03 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 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 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-6-0 Max Horz 5=147(LC 12) Max Uplift 3=-85(LC 12), 4=-7(LC 12), 5=-126(LC 12) Max Grav 3=48(LC 1), 4=28(LC 3), 5=347(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=233/345 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extedor(2) 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) This truss has been designed for a 10.0 psf bottom chord live lead nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ) Refer truss e cirtruss to Providmehancalconnection 5b others) of truss to bearing late capable of withstanding 85 lb uplift at'oint 3, 7 lb uplift at'oint 4 (Y ) 9 P P 9 P 1 P 1 126 Ib uplift at joint 5. , ®® and ` �t�y�•, �%10, No 58126 w r �e � s cc «� �} '� r �ONALCpI1-°® ,, 4114i1111tttt Philip J. O'Regan PE No.58126 S MiTek USA, Inc. FL Cert 6634 6104 Parke East Blvd, Tampa FL 33610 Bate: September 15,2D20 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 Ni building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing OW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS/lrPN 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 20501 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21299778 CORNETT CJ58 Corner Jack 6 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 04:09:48 2020 Page 1 I D: F000 RhfVBSKvj01 vda2AvgyxZ2K-V BBP?p WYdvq itxZb K4u_96JiRzr9QUX2RruSpByd V MX r 2-4-8 5-0-0 2-4-8 2-7-8 5 5x6 = 2.00 112 . 1-10-6 , 21-8 5-0-0 I I I 0 6-0 2-7-8 LOADING (psi) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017frP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 5=0-6-0, 4=Mechanical Max Horz 5=147(LC 12) Max Uplift 3=-87(LC 12). 5=-138(LC 12) Max Grav 3=12(LC 10), 5=381(LC 1), 4=51(LC 3) Scale = 1:17.0 m N CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TC 0.55 Vert(LL) -0.00 4-5 >999 240 MT20 244/190 BC 0.12 Vert(CT) -0.01 4-5 >999 180 WB 0.13 Horz(CT) -0.11 3 n/a n/a Matrix-P Weight: 17 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 cc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=334/443 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extedor(2) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 87 lb uplift atjoint 3 and 138 lb uplift at joint 5. J. V PZ- �4d4 No 58126 +., at r � a(r: m 0 Ft��sl'4�`��` 11't1dti11111 " Philip J. O'llegan PE No.58126 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 15,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shaven, and is for an individual building component, not .eY a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall i•�� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing �° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21299779 CORNETT CJ6 Corner Jack 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567. 1-10-0 1-10_0 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 04:09:48 2020 Page 1 I D: FODO RhfV BBKvj01 vda2AvgyxZ2K-VB6P?p WYdvgibcZbK4u_96JiKzpzQV32RruSp8ydVMX 6-5-8 4-7-8 a 4 rn 0 Scale = 1:21.9 iAp 1-10-0 6-5-8 14-0 0�-0 4-7-8 Plate Offsets (X,Y)— [1:0-2-12 0-5-13] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.03 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 4-5 >999 180 BCLL 0.0 • Rep Stress [nor YES WB 0.10 Horz(CT) -0.18 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEDGE Left: 2x6 SP No.2 REACTIONS. (size) 3=Mechanical, 5=0-6-0, 4=Mechanical Max Horz 5=205(LC 12) Max Uplift 3=-177(LC 12), 5=119(LC 12) Max Grav 3=107(LC 1), 5=359(LC 1). 4=91(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BOT CHORD 1-5=82/256 WEBS 2-5=297/329 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 6-4-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber 4at%J1111 pdEtOr DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 bottom chord live load nonconcurrent with any other live loads. � ...... psf �s` • •• 'Q O® 3) • 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 ♦`" %1/S `�, •••, Oar will fit between the bottom chord and any other members. 4•° 4) Refer to girder(s) for truss to truss connections. r i�0 �� 5 Provide mechanical connection b others of truss to bearing late capable of withstanding 177 lb uplift at hint 3 and 119 lb uplift at (Y ) 9P P 9 P 1 P • � �,�• •a* joint 5. •• F 44/ Z �(l � o}• •` ,tea Of ®�,s • �•�f•,•�•' ONAk- �1i1 # 1 11111" Philip J. O'Regan PE N0.5al26 MIT& USA, Inc. FL Cart 6634 6904 Parke East Blvd, Tampa FL 33610 state: September 15,2020 ...... --.._ ...... _... ..__ -- .__ ----.......................... ...... _.... .......... _..---. _ .._. A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not -„ a truss system. Before use, the building designer must verity 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 i�° ek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance: regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetylnfonnatfon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21299780 CORNETT CJ7 Corner Jack 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 2 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 04:09:49 2020 Page 1 I D:F000 RhfVBBKvj01 vda2AvgyxZ2K-zNg n D9 WANCyZV58nun P Dh KsuHN9D9xjCgVd?LaydVM W 7-0-0 7-0-0 Scale= 1:22.3 1 -1 0-8 2r1-� 7-0-0 1-10-8 -3 4-10-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.04 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.25 Vert(CT) 0.04 4-5 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.14 Horz(CT) -0.07 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-6-0 Max Horz 5=205(LC 12) Max Uplift 3=-147(LC 12), 4=-13(LC 12), 5=-146(LC 12) Max Grav 3=116(LC 1), 4=77(LC 3), 5=400(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=322/124 BOT CHORD 1-5=106/291 WEBS 2-5=305/457 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. 11; Exp B; Encl., GCpi=O.18; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 6-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 't`%%J1611 d 19ttt 3) * 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. �� 3. 0 pt®e 4) Refer to girder(s) for truss to truss connections. ^ �+ �j j ' •,.'%j �� 5) Provide truss to bearing 147 lb 3, 13 lb y�,�Q`�` , l 4 mechanical connection (by others) of plate capable of withstanding uplift at joint uplift atjoint ® 4 and 146 lb uplift atjoint 5. No 58126 r � a oIle........ • Philip J. O'Regan PE Ko.58126 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Late: September 15,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/1912020 BEFORE USE. Design valid for use only With MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall iiY■ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing °' is always required for stability and to prevent collapse With possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117P11 Qualify 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 T21299781 CORNETT CJ7A Corner Jack 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 2-4-8 2 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 04:09:50 2020 Page 1 I D:F000 RhfVBBKvj01 vda2AvgyxZ2K-RaDAQ VXoB W4Q7FjzRVwSEXP3Cn WcuO?Lv9NYu0ydVMV 7-0-0 S 4-7-8 Scale = 1:21.8 1 -1012-4-8 7-0-0 1-1, OV-O 4-7-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.02 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(CT) -0.03 4-5 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.13 Horz(CT) -0.09 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 5=0-6-0, 4=Mechanical Max Horz 5=205(LC 12) Max Uplift 3=-148(LC 12). 5=154(LC 12), 4=-4(LC 12) Max Grav 3=101(LC 1), 5=422(LC 1), 4=74(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=260/92 WEBS 2-5=325/448 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 6-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • 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 ♦�a1k4 II 13i�'�l will fit between the bottom chord and any other members. 4) Refer to for truss to truss 4`(# ®® girder(s) connections. �b NV• •, . • • • E N j� °•> ' 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 148 lb uplift atjoint 3, 154 lb uplift at �a,� e� ,• t.�� C� YY joint 5 and 4 lb uplift atjoint 4. �,• No 58126 d �� •ems r r X r :� "`?/OOF 'D °$�c a® Philip J. O'Regan PE N0.58126 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33614 Date: September 15,21020 -..... ..... ._ .... -.... ------ ....... ..... ........ ......._. -- A WARNING - Venfy 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 i' 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/TPI1 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 36810 Job Truss Truss Type Qty Ply T21299782 CORNETT EJ3 Jack -Open 5 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 04:09:50 2020 Page 1 I D:F000 RhfVBBKvj01 vda2AvgyxZ2K-RaDAQVXo8W4Q7FjzRVwS EXP6Vn WXu PcLv9NYuOydVMV 3-10-8 , 5 2x4 11 Scale = 1:14.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.00 4-5. >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(CT) 0.00 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) -0.02 3 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix-P Weight: 14 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-6-0 Max Horz 5=114(LC 12) Max Uplift 3=-42(LC 12), 4=-34(LC 1), 5=-125(LC 12) Max Grav 3=6(LC 10), 4=18(LC 8), 5=345(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-215/317 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extedor(2) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide truss to bearing 42 lb 3, 34 lb 4 v1%,%J 11111 q1,� mechanical connection (by others) of plate capable of withstanding uplift at joint uplift at joint and 125 lb uplift atjoint 5. ��% .�t 0 may` o 10 No 58126 44/ 11111t� Philip J. O'Regan PE No.53126 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: September 15,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not Y 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 °'' 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 ANSI1TP11 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 T21299783 CORNETT EJ5 Jack -Open 14 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, -1-10-8 1-10-8 I 2x4 11 ST1.5xe STP = 3x6 = 3.00 12 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 04:09:51 2020 Page 1 I D:F000 RhfVBSKvj01 vda2AvgyxZ2K-vmnYdrYQvgCHkPIA?CRhnIxE6AgbdtKU8p66QTyd VM U 5-0-0 a 5-0-0 Scale = 1:13.4 5-0-0 5-0-0 Plate Offsets (X,Y)— [1:0-2-2,0-1-0], [2:0-3-0,Edge] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-P Weight: 21 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. OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=108(LC 8) Max Uplift 3=-102(LC 12), 2=284(1_C 8) Max Grav 3=106(LC 1), 2=348(LC 1), 4=92(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extedor(2)-1-10-8 to 4-1-8, Interior(1) 4-1-8 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) This truss has been designed for a 10.0 psf bottom chord live load nononcurrent with any other live loads. 3) • 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 betweenttom and any other otru 4) Reogirder(s)for stotruss onnectionsmembers.1$d�'00 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 102 lb uplift at joint 3 and 284 lb uplift at 1 • joint 2. �4` �4\ ,.ice'®sue >�" No 58126 o' • cc� r w .w � 44• dry V ...n•• ``SJ' Philip J. 0`Regan PE No.58125 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 15,24320 A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iT' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2870 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21299784 CORNETT EJ6 Jack -Open 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 04:09:52 2020 Page 1 I D: F000 RhfV B8Kvj01 vda2AvgyxZ2K-NyLwrBZ3g7KBMYtMZwywJyUJbaOG M KaeMTsfyvydV MT �. 6-9-0 6-9-0 2x4 2.00 12 Scale = 1:26.6 Plate Offsets (X,Y)— [4:0-0-4,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.19 3-4 >409 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.18 3-4 >429 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.20 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-R Weight: 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-3-13 oc puriins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-1-0 oc bracing. REACTIONS. (size) 4=0-3-0, 2=Mechanical, 3=Mechanical Max Horz 4=165(LC 12) Max Uplift 4=-62(LC 12), 2=-200(LC 12), 3=-23(LC 12) Max Grav 4=258(LC 1), 2=179(LC 1), 3=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extedor(2) 0-2-12 to 6-2-12, Interior(1) 6-2-12 to 6-8-4 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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. 4) Refer to for truss to truss ii,�t b 9 d;ttt girder(s) connections. 5) Bearing atjoint(s) 4 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify p ®® capacity of bearing surface..•'y �o �y` � c•E (tj s� Jr•°• •••• 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 62 lb uplift atjoint 4, 200 lb uplift atjoint o 't +°�, 2 and 23 lb uplift atjoint 3. NO 58126 ;cc '�,�`' .,< } � P °•.off®® o®o 1st'13 � AL �� d111111 Philip J. O'Regan PE N0.58126 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: u September 15,2020 �— WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5I19I2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing' 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 ANSIVTP11 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 T21299785 CORNETT EJ6A Jack -Open 6 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 04:09:52 2020 Page 1 I D:F000 RhfV B8Kvj01 vda2AvgyxZ2K-NyLwrBZ3g7KBMYtMZwywJyUJbaOGM KaeMTsfyvydV MT 6-9-0 6-9-0 2x4 4 3x6 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 TCDL 10.0 Lumber DOL 1.25 BC 0.87 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TPI2014 Matrix-R rn m n 2.00 12 DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) 0.19 3-4 >409 240 MT20 244/190 Vert(CT) -0.18 3-4 >429 180 Horz(CT) -0.20 2 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 BOT CHORD REACTIONS. (size) 4=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 4=165(LC 12) Max Uplift 4=-62(LC 12), 2=-200(LC 12), 3=-23(LC 12) Max Grav 4=258(LC 1), 2=179(LC 1), 3=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Scale = 1:27.3 Weight: 24 lb FT = 20% Structural wood sheathing directly applied or 2-3-13 oc pudins, except end verticals. Rigid ceiling directly applied or 5-1-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extedor(2) 0-2-12 to 6-2-12, Interior(1) 6-2-12 to 6-84 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 62 lb uplift atjoint 4, 200 lb uplift at joint 2 and 23 lb uplift atjoint 3. �-��;466Bti>IOgp�� No 58126 * * .p r aim w ti :ICU� 0 Philip J. O'Regan PE No.68126 3 MiTek USA, Inc. FL Cert 6634 6804 Parke East Blvd. Tampa FL 33610 Date: September 15,2'020 , WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not -„ a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/7PI1 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 T21299786 CORNETT EJ7 Jack -Open 7 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 04:09:53 2020 Page 1 ID:FOOORhfVBBKvj01vda2AvgyxZ2K-s9vl2XZhRRS?_iRY7dU9sA1 U1_Rh5ngnb6bDVLydVMS w-1-10-8 7-0-0 1-10 8 7-0-0 2x4 1' 3xB MT20HS 11 ST1.5xB STP = Scale = 1:25.5 7-0-0 Plate Offsets (X,Y)-- [1:0-2-2,0-1-0], [2:0-0-14,0-1-12], [5:0-0-0,0-1-12], [5:0-2-9,0-0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.10 4-5 >790 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.22 4-5 >367 180 MT20HS 1871143 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.08 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-R Weight: 29 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins, 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. OTHERS 2x4 SP No.3 REACTIONS. (size) 5=0-8-0, 3=Mechanical, 4=Mechanical Max Horz 5=238(LC 12) Max Uplift 5=-181(LC 12), 3=-202(LC 12), 4=-1(LC 12) Max Grav 5=411(LC 1), 3=181(LC 1), 4=128(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-5=348/405 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2)-1-10-8 to 4-1-8, Interior(1) 4-1-8 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) All s are MT20 plates unless otherwise le s has been designed te h 3) Thistruss for 10.0 live loads. d. bottom live load ##�i i �� 11 ned a psf nonconcurrent with any other 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. �.*'+�* ,• •� G E N S ' • 5) Refer to girder(s) for truss to truss connections. e >' b°'•, e 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 181 lb uplift at joint 5, 202 lb uplift at 4 No 58126 joint 3 and 1 lb uplift atjoint 4. •'4: :CCm °$ens O ��►4®® N At tllt�991# `' Philip J. O'Regan PE No.58126 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: September 15,2020 WARNING -Verify design parameters and READNOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing - is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the AA ee ua"��jk' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Qualify Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36810 Job Truss Truss Type Qty Ply T21299787 CORNETT EJ7A Jack -Open 12 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, i-1-10-8 3.00 12 2x4 11 1 6 ST1.5x8 STP = 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 TCDL 10.0 Lumber DOL 1.25 BC 0.47 BCLL 0.0 Rep Stress [nor YES WB 0.00 BCDL 10.0 Code FBC2017frP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=138(LC 8) Max Uplift 3=-146(LC 12), 2=-313(LC 8) Max Grav 3=170(LC 1), 2=419(LC 1), 4=120(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 04:09:54 2020 Page 1 ID:F000RhfVBBKvj01 vda2AvgyxZ2K-KLTgGtaJClbsbsOlgK?OONZi1 OozgE3xgmLml nydVM R 7-M Scale = 1:17.1 7 DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) -0.08 2-4 >981 240 MT20 244/190 Vert(CT) -0.18 2-4 >439 180 Horz(CT) -0.00 3 n/a n/a Weight: 27 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2)-1-10-8 to 4-1-8, Interior(1) 4-1-8 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) " 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 146 lb uplift at joint 3 and 313 lb uplift at joint 2. �`te p�t3e Oj'orr`f r No 58126 .+•+ � w rCC OF 4U 0 �tp� J80 N A Philip J. O'Regan,PE No.58126 lb MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Elate. September 15,2020 ....................... ._... __.._ ......-. - ---- - ------ _..... ........... _ __.-.. .......... _____ _.._._ ...... ........ -............ A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual buildingcomponent, not y a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ME building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing `Te ` is always required for stability and to prevent collapse with possible personal injuryand property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS/7rPI1 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 T21299788 CORNETT EJ8 Jack -Open 3 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 04:09:54 2020 Page 1 I D: F000 RhfVB8Kvj01 vda2AvgyxZ2K-KLTg GtaJClbsbsOlg K?OONZd 1 OoQq COxgmLm 1 nyd V M R r 4-6-12 8-10-8 4-6-12 4-3-12 2x4 11 Scale = 1:27.0 1-10.8 21-8 B-10-8 1-101' 0-3- 6-9-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 TCDL 10.0 Lumber DOL 1.25 BC 0.51 BCLL 0.0 Rep Stress Incr YES WB 0.17 BCDL 10.0 Code FBC2017fTP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-6-0 Max Horz 5=260(LC 12) Max Uplift 3=-202(LC 12), 4=-17(LC 12), 5=-170(LC 12) Max Grav 3=173(LC 1), 4=117(LC 3), 5=465(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=A14/159 BOT CHORD 1-5=-124/343 WEBS 2-5=397/577 DEFL. in (loc) I/deft Lid PLATES GRIP Vert(LL) 0.16 4-5 >508 240 MT20 244/190 Vert(CT) -0.17 4-5 >473 180 Horz(CT) -0.18 3 n/a n/a Weight:.29 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 8-9-12 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 202 lb uplift at joint 3, 17 lb uplift at joint 4 and 170 lb uplift at joint 5. A 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 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 Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 ��4��ii6CffffptfJ No 58126 o CC OF o EC/�` 0 R k v A� Philip J. O'R6gan PE N0.53126 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 15,2020 t ISO 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T21299789 CORNETT EJ8A Jack -Open 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 2-4-8 2 4-8 M. R 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 04:09:55 2020 Page 1 I D:F000 RhfVBBKvj01 vda2Avgyx7-2K-oX13TDbxz2jiDObxE2 Wdxb6oBo9yZfv42Q4JZEydV M Q 8-10-8 a 6-6-0 5 6x8 = 2.00 12 1-10-8 2-4-8 8-10-8 1-10-8 6-0 6-6-0 Plate Offsets (X,Y)-- [5:0-4-0 0-2-13j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.09 4-5 >815 240 TCDL 10.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.15 4-5 >504 180 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(CT) -0.22 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 5=0-6-0, 4=Mechanical Max Horz 5=260(LC 12) Max Uplift 3=-206(LC 12). 5=-176(LC 12), 4=-6(LC 12) Max Grav 3=162(LC 1). 5=483(LC 1), 4=114(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=327/115 BOT CHORD 1-5=87/277 WEBS 2-5=399/520 Scale = 1:26.8 PLATES GRIP MT20 244/190 Weight: 30 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 8-9-12 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 206 lb uplift at joint 3, 176 lb uplift at joint 5 and 6 lb uplift atjoint 4. A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with M7ek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSNTPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 ��y�'��rrrrrrr No 58126 r cc 441 a o �'° �+�� Ca� {0 t�Q P •'��o rrr�a�a PhilipJ. O'Regan PE Nc.58126 MIT6k USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: September 15,2�020 ray 1 k 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty, Ply T21299790 CORNETT FC1 HALF HIP GIRDER 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 04:09:57 2020 Page 1 ID:FOOORhfVB8Kvj0lvda2AvgyxZ2K-kw9puudBVgzQSKIKLTY500BFzbgz1 MpNWkZQe6ydVMO s,-1-10-8 3-8-5 6�-11 7-11=0 9-2-4 10-8-8 12-1-12 13-71 151-0 1. 1-10-8 3-8-5 2-75 1-7-5 Scale = 1:30.6 Bx12 = v nn F _ 2x4 11 3x4 = 5x8 = 2x4 11 5x6 = 0 0 N 'A' - ST1.5x8 STP = 3x4 11 3-85 6-0-11 8-11-0 9T2 11 10 8-8 12-1-12 13-7-0 , 15-4-0 3-8-5 2-7-5 2-7-5 0-3 1-6-0 1-5� 1-5-4 1-9-0 Plate Offsets (X Y)- [1:0-2-2,0-1-01 [5:0-3-4 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.50 Vert(LL) -0.11 17 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.00 BC 0.45 Vert(CT) -0.20 17 >902 240 BCLL 0.0 Rep Stress Incr NO WB 0.90 HCrz(CT) 0.03 11 n/a n/a BCDL 5.0 Code FBC2017rrPI2014 Matrix-SH Wind(LL) 0.08 17 >999 240 Weight: 314 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, 5-10: 2x6 SP No.2 except end verticals. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3'Except' 5-16,10-11,6-15: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 11=0-8-0, 2=0-8-0 Max Harz 2=104(LC 26) Max Uplift 11=-659(LC 5), 2=777(1_C 4) Max Grav 11=5081(LC 1), 2=3322(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=9697/1771, 3-4=10505/1870, 4-5=-1047711896, 5-16=-303/1730, 5-6=-13157/2283, 6-7=13025/2254, 7-8=11591/1874, 8-9=-4397/601, 9-10=-4397/601, 10-11=-4611/604 BOT CHORD 2-18=-1737/9329, 17-18=-1737/9329, 16-17=-1873/10427, 15-16=-1920/10696, 14-15=-1910/11591, 13-14=-1283/8385, 12-13=-1283/8385, 11-12=-75/430 WEBS 3-18=-654/187, 3-17=-149/1053, 5-17=-729/148, 6-15=-2107/382, 5-15=-587/3742, 9 12=414/86, 7-15=-642l2053, 10-12=-802/5650, 8-12=-5847/946, � 8-14=920/4702 �! `�$$�$ a# NOTES- 1) n/a o \°•° L� 2) 3-ply truss to be connected together with 10d,(0.131 "x3") nails as follows: a No 58126 s Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. o Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-4-0 oc. 3) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to -.0 s CC ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. Q w F :,441 4) Unbalanced roof live loads have been considered for this design. .. ''.+ 5) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. II; Exp B; Encl., •` +s`° "�`• GCpi=0.18; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber Ao� O l� �ai'>1 DOL=1.60 plate grip DOL=1.60 9t!'�O N A 6) Provide adequate drainage to prevent water ponding. $$p$®� 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 Philip J. O'RegaO PE No.58126 will fit between the bottom chord and any other members. MiTek USA, Inc. FL Cert 66,34 9) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 659 Ib uplift at joint 11 and 777 Ib uplift 6904 Parke East Blvd, Tampa FL 33610 at joint 2. Date: 10) Lead case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34. September 15,2020 35, 36 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. Continued on page 2 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5I19I2020 BEFORE USE. 1 Y 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' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?Pl1 Quality Criteria, DSB-99 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 T21299790 CORNETT FC1 HALF HIP GIRDER 1 Jab Reference (optional) Builders Firstbource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 04:09:57 2020 Page 2 ID:FOOORhfVBBKvj01vda2AvgyxZ2K-kw9puudBVgzQSKIKLTY50OBFzbgz1 MpNWkZQe6ydVMO NOTES- 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 241 lb down and 86 lb up at 9-2-8, 631 lb down and 226 lb up at 10-2-10, and 391 lb down and 140 Ito up at 12-2-10, and 370 lb down and 132 lb up at 14-2-10 on top chord, and 4086 lb down and 834 lb up at 9-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-5=-110, 5-6=-110, 6-10=-230, 2-11=-10 Concentrated Loads (lb) Vert: 6=-235 15=-4086(F) 8=-381 20=-615 21=-360 2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-5=-90, 5-6=-90, 6-10=-210, 2-11=-10 Concentrated Loads (lb) Vert: 6=-196 15=-4027(F) 8=-318 20=-513 21=-300 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-30, 5-6=-30, 6-10=-150, 2-11=-30 Concentrated Loads (lb) Vert: 5=-118 15=-2480(F) 8=-191 20=-308 21=-180 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=70, 2-5=50, 5-6=25, 6-10=-95, 2-11=6 Harz: 1-2=-78, 2-5=-59, 5-6=33, 10-11=31 Concentrated Loads (lb) Vert: 6=86 15=831(F) 8=140 20=226 21 =1 32 5) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=21, 2-5=29, 5-6=50, 6-10=-70, 2-11=6 Harz: 1-2=-29, 2-5=-38, 5-6=59, 10-11=-24 Concentrated Loads (lb) Vert: 6=86 15=831(F) 8=140 20=226 21 =1 32 6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=20, 2-5=12, 5-6=14, 6-10=-134, 2-11=-10 Harz: 1-2=-50, 2-5=-42, 5-6=16, 10-11=14 Concentrated Loads (lb) Vert: 6=-139 15=834(F) 8=-225 20=-363 21=-213 7) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-1, 2-5=-9, 5-6=12, 6-10=-108, 2-11=-10 Harz: 1-2=-29, 2-5=-21, 5-6=42, 10-11=-41 Concentrated Loads (lb) Vert: 6=-95 15=834(F) 8=-154 20=-248 21=-145 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=42, 2-5=50, 5-6=25, 6-10=-95, 2-11=-6 Harz: 1-2=-50, 2-5=-59, 5-6=33, 10-11=29 Concentrated Loads (lb) Vert: 6=86 15=831(F) 8=140 20=226 21=132 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=16, 2-5=25, 5-6=50, 6-10=-70, 2-11=6 Harz: 1-2=-25, 2-5=-33, 5-6=59, 10-11=-20 Concentrated Loads (lb) Vert: 6=86 15=831(F) 8=140 20=226 21 =1 32 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=24, 2-5=32, 5-6=17, 6-10=-103, 2-11=-6 Harz: 1-2=-32, 2-5=-41, 5-6=26, 10-11=22 Concentrated Loads (lb) Vert: 6='52 15=831(F) 8=84 20=135 21=79 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=9, 2-5=17, 5-6=32, 6-10=-88, 2-11=-6 Harz: 1-2=-17, 2-5=-26, 5-6=41, 10-11=-10 Concentrated Loads (lb) Vert: 6=52 15=831(F) 8=84 20=135 21=79 12) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert 1-2=20, 2-5=12, 5-6=14, 6-10=-134, 2-11=-10 Harz: 1-2=-50, 2-5=-42, 5-6=16, 10-11=12 Concentrated Loads (lb) Vert: 6=-134 15=834(F) 8=-218 20=-351 21=-206 13) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 inued on page 3 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �' a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iTe ' 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 ANS11FPIf 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 T21299790 CORNETT FC1 HALF HIP GIRDER 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33557, ts.24U s mar 9 ZUZU Mi I eK Inaustnes, Inc. I ue sep l5 U4:uu:or zuzu rage 3 ID:FOOORhfVB8Kvj01vda2AvgyxZ2K-kw9puudBVgzQSKIKLTY50OBFzbgz1 MpNWkZQe6ydVMO LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-5. 2-5=-14, 5-6=12, 6-10=-108, 2-11=-10 Horz: 1-2=-25, 2-5=-16, 5-6=42, 10-11=-37 Concentrated Loads (lb) Vert: 6=-95 15=834(F) 8=-154 20=-248 21=-145 14) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-5=-30, 5-6=-30, 6-10=-150, 2-11=-10 Concentrated Loads (lb) Vert: 6=-78 15=2559(F) 8=-127 20=-205 21=-120 15) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-52, 2-5=-59, 5-6=-78, 6-10=-198, 2-11=-10 Horz: 1-2=-38, 2-5=-31, 5-6=12, 10-11=11 Concentrated Loads (lb) Vert: 6=-241 15=359(F) 8=-391 20=-631 21=-370 16) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-68, 2-5=-74, 5-6=-59, 6-10=-179, 2-11=-10 Horz: 1-2=-22, 2-5=-16, 5-6=31, 10-11=-31 Concentrated Loads (lb) Vert: 6=-208 15=359(F) 8=-338 20=-545 21=-319 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-52, 2-5=-59, 5-6=-78, 6-10=-198, 2-11=-10 Horz: 1-2=-38, 2-5=-31, 5-6=12, 10-11=9 Concentrated Loads (lb) Vert: 6=238 15=359(F) 8=-386 20=-622 21=-364 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-71, 2-5=-78, 5-6=-59, 6-10=-179, 2-11=-10 Horz: 1-2=19, 2-5=-12, 5-6=31, 10-11=-28 Concentrated Loads (lb) Vert: 6=-208 15=359(F) 8=-338 20=-545 21=-319 19) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-5=-110, 5-6=-30, 6-10=-150, 2-11=-10 Concentrated Loads (lb) Vert: 6=-235 15=-4086(F) 8=-381 20=-615 21=-360 20) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert:.1-5=30, 5-6=-110, 6-10=-230, 2-11=-10 Concentrated Loads (lb) Vert: 6=-235 15=-4086(F) 8=-381 20=-615 21=-360 21) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-5=-90, 5-6=-30, 6-10=-150, 2-11=-10 Concentrated Loads (Ib) Vert: 6=-196 15=-4027(F) 8=-318 20=-513 21=-300 22) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-5=-30, 5-6=-90, 6-10=-210, 2-11=-10 Concentrated Loads (lb) Vert: 6=-196 15=-4027(F) 8=-318 20=-513 21=-300 23) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert 1-2=70, 2-5=50, 5-6=25, 6-10=-95, 2-11=6 Horz: 1-2=-78, 2-5=-59, 5-6=33, 10-11=31 Concentrated Loads (lb) Vert: 6=86 15=-2397(F) 8=140 20=226 21=132 24) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=21, 2-5=29, 5-6=50, 6-10=-70, 2-11=6 Horz: 1-2=-29, 2-5=-38, 5-6=59, 10-11=-24 Concentrated Loads (lb) Vert: 6=86 15=-2397(F) 8=140 20=226 21=132 25) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=20, 2-5=12, 5-6=14, 6-10=-134, 2-11=-10 Horz: 1-2=-50, 2-5=-42, 5-6=16, 10-11=14 Concentrated Loads (lb) Vert 6=-139 15=-2394(F) 8=-225 20=-363 21=-213 26) 1eversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 ued on page 4 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 !Te 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T21299790 CORNETT FC1 HALF HIP GIRDER 1 Job Reference (optional) t3uilders Firstbource (Plant City, FL), Plant City, FL - 33567, LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-1, 2-5=-9, 5-6=12, 6-10=-108. 2-11=-10 Harz: 1-2=-29, 2-5=-21, 5-6=42, 10-11=-41 Concentrated Loads (lb) Vert: 6=-95 15=2394(F) 8=-154 20=-248 21=-145 27) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Uniform Loads (plf) Vert: 1-2=42, 2-5=50, 5-6=25, 6-10=-95, 2-11=6 Harz: 1-2=-50, 2-5=-59, 5-6=33, 10-11=29 Concentrated Loads (lb) Vert: 6=86 15=-2397(F) 8=140 20=226 21=132 28) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 04:09:57 2020 Page 4 ID:FOOORhfVB8Kvj01vda2AvgyxZ2K-kw9puudBVgzQSKIKLTY50OBFzbgz1 MpNWkZQe6ydVMO Lumber Increase=1.60, Plate Increase=1.60 Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=16, 2-5=25, 5-6=50, 6-10=-70, 2-11=6 Harz: 1-2=-25, 2-5=-33, 5-6=59, 10-11=-20 Concentrated Loads (lb) Vert: 6=86 15=-2397(F) 8=140 20=226 21=132 29) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=24, 2-5=32, 5-6=17, 6-10=-103, 2-11=-6 Harz: 1-2=-32, 2-5=-41, 5-6=26, 10-11=22 Concentrated Loads (lb) Vert: 6=52 15=-2397(F) 8=84 20=135 21=79 30) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=9, 2-5=17, 5-6=32, 6-10=-88, 2-11=-6 Harz: 1-2=-17, 2-5=-26, 5-6=41, 10-11=-10 Concentrated Loads (lb) Vert: 6=52 15=-2397(F) 8=84 20=135 21=79 31) Reversal: Dead + 0.6 MWFRS Wind (Neg. Intemal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=20, 2-5=12, 5-6=-14, 6-10=-134, 2-11=10 Harz: 1-2=-50, 2-5=-42, 5-6=16, 10-11=12 Concentrated Loads (lb) Vert: 6=-134 15=-2394(F) 8=-218 20=-351 21=-206 32) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-5, 2-5=-14, 5-6=12, 6-10=-108, 2-11=-10 Harz: 1-2=-25, 2-5=-16. 5-6=42, 10-11=-37 Concentrated Loads (lb) Vert: 6=-95 15=-2394(F) 8=-154 20=-248 21=-145 33) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg Uniform Loads (plf) Vert: 1-2=-52, 2-5=-59, 5-6=-78, 6-10=-198, 2-11=-10 Harz: 1-2=-38, 2-5=-31, 5-6=12, 10-11=11 Concentrated Loads (lb) Vert 6=-241 15=-3435(F) 8=391 20=-631 21=-370 34) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-68, 2-5=-74, 5-6=-59, 6-10=-179, 2-11=-10 Harz: 1-2=-22, 2-5=-16, 5-6=31, 10-11=-31 Concentrated Loads (lb) Vert: 6=-208 15=-3435(F) 8=338 20=-545 21=319 35) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-52, 2-5=-59, 5-6=-78, 6-10=-198, 2-11=-10 Horz: 1-2=-38, 2-5=31, 5-6=12, 10-11=9 Concentrated Loads (lb) Vert: 6=-238 15=-3435(F) 8=-386 20=-622 21=-364 36) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-71, 2-5=-78, 5-6=-59, 6-10=179, 2-11=-10 Horz: 1-2=-19. 2-5=-12, 5-6=31, 10-11=-28 Concentrated Loads (lb) Vert: 6=-208 15=-3435(F) 8=-338 20=-545 21=-319 , 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 iT" 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 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 T21299791 CORNETT FC2 HALF HIP GIRDER 2 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 04:09:58 2020 Page 1 I D:F000 RhfVB8Kvj01 vda2AvgyxZ2K-C6i B5EdpGz5H4TKWvA3KZDkQ2?AEmrrW OJ_AZydVM N 7-1-0 -1-10-8 4-3-1 6-8-9 6-10-a 9-8-0 1-10-8 4-3-1 2-5-8 0- -1 2-7-0 0-2-8 Scale = 1:21.4 3xs 11 4 Bx12 = ST1.5x8 STP = 54 = 7-1-a 4-3-1 fi-8-9 6-10-8 9-8-0 4-3-1 2-5-8 0-1-1 2-7-0 Plate Offsets (X Y)-- [1:0-2-2,0-1-0], [4:0-9-12,0-3-0], [7:0-4-12,0-1-8] LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.48 Vert(LL) -0.06 7-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.00 BC 0.45 Vert(CT) -0.13 7-8 >841 240 BCLL 0.0 Rep Stress Incr NO WB 0.78 Horz(CT) 0.02 6 n/a n/a BCDL 5.0 Code FBC2017rrP12014 Matrix-SH Wind(LL) 0.07 7-8 >999 240 Weight: 117 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 4-5: 2x6 SP No.2 BOT CHORD 2x6 SP M 26 BOT CHORD WEBS 2x4 SP No.3 *Except* 5-6,4-7: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 6=0-8-0, 2=0-8-0 Max Horz 2=88(LC 24) Max Uplift 6=-778(LC 4), 2=-687(LC 4) Max Grav 6=4643(LC 1), 2=2256(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=6510/1645, 3-4=-6428/1666, 4-5=-540/96, 5-6=843/62 BOT CHORD 2-8=1600/6249, 7-8=-1164/5745, 6-7=-1270/6294 WEBS 4-8=542/600, 4-7=749/3834, 4-6=-6668/1403 Structural wood sheathing directly applied or 4-4-9 cc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 cc, 2x6 - 2 rows staggered at 0-9-0 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-3-0 cc. Webs connected as follows: 2x4 - 1 row at 0-9-0 cc, 2x6 - 2 rows staggered at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have.been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live lead of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 778 lb uplift atjoint 6 and 687 lb uplift at joint 2. 9) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10; 11, 12. 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 3s, 36 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 890 lb down and 525 lb up at 5-0-12, 590 lb down and 339 lb up at 7-0-12, and 2995 lb down and 192 lb up at 7-1-0, and 651 lb down at 8-6-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. V :ontinued on page 2 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 MiTekrel 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117P11 Quality Criteria, DSB-89 and BCSI Building Component SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 No 58126 •° F 4" I` q+ Philip J. O'Regan PE No.SB126 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 15,2020 p��{pq i�ipiit•�^ acr Te 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T21299791 CORNETT FC2 HALF HIP GIRDER 2 Job Reference (optional) 6uuders rlrstsource tHlant uty, t-Lj, Plant tltty, HL - 33bb 1, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 04:09:58 2020 Page 2 I D: FOOORhfVBBKvj01 vda2AvgyxZ2K-C6iB5EdpGz5H4TKWvA3KZDkQ2?AEmrr1MOJ_AZyd VM N LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pig Vert: 1-4=-88, 4-5=-508, 2-6=-8 Concentrated Loads (lb) Vert: 7=-3585(F=-590, B=-2995) 10=-890(F) 11=213(B) 2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pig Vert: 1-4=-72, 4-5=-442, 2-6=-8 Concentrated Loads (lb) Vert: 7=-3171(F=-516, B=-2656) 10=-783(F) 11=542(8) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-4=-24, 4-5=-294, 2-6=-24 Concentrated Loads (lb) Vert:7=-2453(F=-428, B=-2025)10=-706(F) 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=56, 2-4=40, 4-5=30, 2-6=-5 Harz: 1-2=-62, 2-4=-47, 5-6=25 Drag: 4-5=1 Concentrated Loads (lb) Vert: 7=525(F=336,B=190)10=522(F) 5) Dead + 0.6 MWFRS Wind (Pas. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 2-4=23, 4-5=30, 2-6=-5 Harz: 1-2=-23, 2-4=-30, 5-6=-19 Drag: 4-5=1 Concentrated Loads (lb) Vert: 7=525(F=336, B=1 90) 1 0=522(F) 6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=16, 2-4=9, 4-5=-288, 2-6=-8 Harz: 1-2=-40, 2-4=-33, 5-6=11 Drag: 4-5=0 Concentrated Loads (lb) Vert: 7=531(F=339, 13=192) 10=525(F) 7) Dead + 0.6 MWFRS Wind (Neg. Intemal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=-1, 2-4=-7, 4-5=232, 2-6=-8 Harz: 1-2=-23, 2-4=-17, 5-6=-33 Drag: 4-5=0 Concentrated Loads (lb) Vert: 7=531(F=339, B=192) 10=525(F) 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=33, 2-4=40, 4-5=10, 2-6=-5 Harz: 1-2=-40, 2-4=-47, 5-6=23 Drag: 4-5=0 Concentrated Loads (lb) Vert: 7=525(F=336, B=190) 10=522(F) 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=13, 2-4=20, 4-5=44, 2-6=-5 Harz: 1-2=-20, 2-4=-27, 5-6=-16 Drag: 4-5=0 Concentrated Loads (lb) Vert: 7=525(F=336, 13=190) 10=522(F) 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=19, 2-4=26, 4-5=40, 2-6=-5 Harz: 1-2=-26, 2-4=-33, 5-6=18 Drag: 4-5=0 Concentrated Loads (lb) Vert:7=525(F=336, B=190)10=522(F) 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel Uniform Loads (plf) Vert: 1-2=7, 2-4=14, 4-5=-74, 2-6=-5 Harz: 1-2=-14, 2-4=-21, 5-6=-8 Lumber Increase=1.60, Plate Increase=1.60 Drag: 4-5=0 Concentrated Loads (lb) Vert: 7=525(F=336, 13=190) 10=522(F) 12) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 ued on A WARNING -verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with Mi-rek® connectors. This design is based only upon parameters shown, and is for an individual building component, not N a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Doi building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing �'' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-99 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 T21299791 CORNETT FC2 HALF HIP GIRDER 2 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s.Mar 9 2U2U MI I eK Industries, Inc. I ue Sep lb U4:U9:b8 zuzu rage 3 I D:F000RhfVB8Kvj01 vda2AvgyxZ2K-C6iB5EdpGz5H4TKWvA3KZDkQ2?AEmrrWIOJ_AZyd VM N LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=16, 2-4=9, 4-5=-302, 2-6=8 Horz: 1-2=-40, 2-4=-33, 5-6=9 Drag: 4-5=0 Concentrated Loads (lb) Vert: 7=531(F=339, B=192) 10=525(F) 13) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-4, 2-4=-11, 4-5=-252, 2-6=-8 Horz: 1-2=-20, 2-4=-13, 5-6=-30 14) 15) 16) 17) Drag: 4-5=0 Concentrated Loads (lb) Vert: 7=531(F=339, B=192) 10=525(F) Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (plf) Vert: 1-4=-24, 4-5=-244, 2-6=-8 Concentrated Loads (lb) Vert: 7=-1930(F=-293, 13=1637) 10=-461(F) 11=-651(B) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left) Uniform Loads (plf) Vert: 1-2=-42, 2-4=-47, 4-5=-475, 2-6=-8 Horz: 1-2=-30, 2-4=-25, 5-6=8 Drag: 4-5=0 Concentrated Loads (lb) Vert: 7=102(F=229, B=127) 10=355(F) Lumber Increase=1.60, Plate Increase=1.60 Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-54, 2-4=-59, 4-5=-433, 2-6=-8 Horz: 1-2=-18, 2-4=-13, 5-6=-24 Drag: 4-5=0 Concentrated Loads (lb) Vert: 7=102(F=229, B=-127) 10=355(F) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg Uniform Loads (plf) Vert: 1-2=-42, 2-4=-47, 4-5=-486, 2-6=-8 Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Horz: 1-2=-30, 2-4=-25, 5-6=7 Drag: 4-5=0 Concentrated Loads (lb) Vert: 7=102(F=229, B=-127) 10=355(F) 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-57, 2-4=-62, 4-5=-448, 2-6=-8 Horz: 1-2=15, 2-4=-10, 5-6=-22 Drag: 4-5=0 Concentrated Loads (Ib) Vert: 7=102(F=229, B=-127) 10=355(F) 19) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-88, 4-5=-508, 2-6=-8 Concentrated Loads (lb) Vert: 7=-3585(F=-590, B=2995) 10=-890(F) 11=213(B) 20) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14=-24, 4-5=-508, 2-6=-8 Concentrated Loads (lb) Vert: 7=-3585(F=-590, B=2995) 10=-890(F) 11=213(B) 21) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-72, 4-5=-442, 2-6=-8 Concentrated Loads (lb) Vert: 7=-3171(F=-516, 13=2656) 10=-783(F) 11=542(B) 22) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-24, 4-5=-442, 2-6=-8' Concentrated Loads (lb) Vert: 7=-3171(F=-516, B=2656) 10=-783(F) 11=-542(B) 23) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=56. 2-4=40. 4-5=30. 2-6=-5 Horz: 1-2=-62, 2-4=-47, 5-6=25 Drag: 4-5=1 Concentrated Loads (lb) Vert: 7=-1863(F=-149, B=1714) 10=-399(F) 24) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Inued on page 4 A WARNING - Verfy 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 chard members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS/?PH Quality CrileAa, DSB-89 and BC51 Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 i5b g� 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T21299791 CORNETT FC2 HALF HIP GIRDER 2 Job Reference optional) rsuucers rlrsibource (mant ary, t-L), mant ary, t-L - JJ561, 8.24U s Mar 9 2UZU Mi I ek Industries, Inc. Tue Sep 15 04:09:58 2020 Page 4 I D:F000 RhfVBBKvj01 vda2AvgyxZ2K-C6i B5EdpGz5H4TKWvA3KZDkQ2?AEmrrWOJ_AZydV M N LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=17, 2-4=23, 4-5=30, 2-6=-5 Harz: 1-2=-23, 2-4=-30, 5-6=-19 Drag: 4-5=1 Concentrated Loads (lb) Vert: 7=-1863(F=-149, 13 -1714) 10=-399(F) 25) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=16, 2-4=9, 4-5=-288, 2-6=-8 Harz: 1-2=-40, 2-4=-33, 5-6=11 Drag: 4-5=0 Concentrated Loads (lb) Vert: 7=-1857(F=-146, 13=1712) 10=-396(F) 26) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-1, 2-4=-7, 4-5=-232, 2-6=-8 Horc: 1-2=-23, 2-4=-17. 5-6=-33 Drag: 4-5=0 Concentrated Loads (lb) Vert: 7=-1857(F=-146, B=1712) 10=-396(F) 27) Reversal: Dead + 0.6 MWFRS Wind (Pas. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=33, 2-4=40, 4-5=10, 2-6=-5 Harz: 1-2=40, 2-4=47, 5-6=23 Drag: 4-5=0 Concentrated Loads (lb) Vert: 7=-1863(F=-149, B=1714) 10=-399(F) 28) Reversal: Dead + 0.6.MWFRS Wind (Pas. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=13, 2-4=20, 4-5=-44, 2-6=-5 Harz: 1-2=-20, 24=-27, 5-6=-16 Drag: 4-5=0 Concentrated Loads (lb) Vert: 7=-1863(F=-149, 13=1714) 10=-399(F) 29) Reversal: Dead + 0.6 MWFRS Wind (Pas. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=19, 2-4=26, 4-5=40, 2-6=5 Harz: 1-2=-26, 2-4=-33, 5-6=18 Drag: 4-5=0 Concentrated Loads (lb) Vert: 7=-1863(F=-149, B=-1714) 10=-399(F) 30) Reversal: Dead + 0.6 MWFRS Wind (Pas. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 2-4=14, 4-5=-74, 2-6=-5 Harz: 1-2=-14, 2-4=-21, 5-6=-8 Drag: 4-5=0 Concentrated Loads (lb) Vert: 7=-1863(F=-149, 13=1714) 10=-399(F) 31) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=16, 2-4=9, 4-5=-302, 2-6=8 Harz: 1-2=-40, 2-4=-33, 5-6=9 Drag: 4-5=0 Concentrated Loads (lb) Vert: 7=-1857(F=-146, 13=1712) 10=-396(F) 32) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-4, 2-4=-11, 4-5=-252, 2-6=-8 Harz: 1-2=-20, 24=-13, 5-6=-30 Drag: 4-5=0 Concentrated Loads (lb) Vert: 7=-1857(F=-146, 13=1712) 10=-396(F) 33) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg Uniform Loads (plf) Vert: 1-2=-42, 2-4=-47, 4-5=-475, 2-6=-8 Harz: 1-2=-30, 2-4=-25, 5-6=8 Drag: 4-5=0 Concentrated Loads (lb) Vert: 7=-2758(F=-350, 13=2409) 10=-612(F) 34) Reversal: Dead + 0.75 Roof Live (bat.) + 0.75(0.6 MWFRS Wind (Neg Uniform Loads (plf) Vert: 1-2=-54, 2-4=-59, 4-5=-433, 2-6=-8 Harz: 1-2=-18, 2-4=-13, 5-6=-24 Drag: 4-5=0 Concentrated Loads (lb) Vert: 7=-2758(F=-350, B=2409) 10=-612(F) Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Int) Right): Lumber Increase=1.60, Plate Increase=1.60 nued on page 5 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 T 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T21299791 CORNETT FC2 HALF HIP GIRDER 2 Job, Reference optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 04:09:58 2020 Page 5 I D:F000RhfVB8Kvj01 vda2AvgyxZ2K-C6iB5EdpGz5H4TKWvA3KZDkQ2?AEmrrWIOJ_AZydVM N LOAD CASE(S) Standard 35) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 2-4=-47, 4-5=-486, 2-6=-8 Horz: 1-2=30, 2-4=-25, 5-6=7 Drag: 4-5=0 Concentrated Loads (Ib) Vert: 7=-2758(F=-350, 13=2409) 10=-612(F) 36) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-57, 2-4=-62, 4-5=-448, 2-6=-8 Horz: 1-2=-15, 2-4=-10. 5-6=-22 Drag: 4-5=0 Concentrated Loads (Ib) Vert: 7=-2758(F=-350, 13=2409) 10=-612(F) 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 y 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 °'' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ' ANSI/rPl1 Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21299792 CORNETT FGR1 FLAT GIRDER 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 04:09:59 2020 Page 1 I D:F000 RhfVB8Kvj01 vda2AvgyxZ2K-gJGZJaeS 1 HDBidviTuaZ5RGfBPTMV FHgz22Xi?ydVM M 2-2-15 4-4-2 6-5-6 8: 9 10-9-8 2-2-15 2-1-3 2-1-3 2-1 3 2-2-15 4x6 = 2x4 II 5x8 = 2x4 II 13 2 14 3 15 4 3x6 = 5 5x6 = 6 Scale = 1:18.3 12 7 3x4 11 ST1.5x8 STP = 3x6 11 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 2-2-15 4-4-2 6-5-6 11-6-92-2-15 2-1-3 2-1-3 2-1-3 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft L/d TCLL 40.0 Plate Grip DOL 1.00 TC 0.20 Vert(LL) -0.04. 9 >999 360 TCDL 15.0 Lumber DOL 1.00 BC 0.59 Vert(CT) -0.07 9-10 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.01 7 n/a n/a BCDL 5.0 Code FBC2017fTP12014 Matrix-SH Wind(LL) 0.03 9-10 >999 240 LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 `Except` BOT CHORD 1-12,6-7: 2x6 SP No.2 REACTIONS. (size) 12=Mechanical, 7=0-8-0 Max Horz 12=-68(LC 6) Max Uplift 12=-826(LC 4), 7=1482(LC 5) Max Grav 12=4094(LC 1), 7=5827(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-3786/748, 1-2=-4237/894, 2-3=4237/894, 3-4=-7955/1887, 4-5=-7955/1887, 5-6=5228/1248, 6-7=-5407/1338 BOT CHORD 11-12=-118/362, 10-11=-1595/7135, 9-10=-15950135, 8-9=-1256/5228, 7-8=-108/412 WEBS 1-11=-1027/4888, 2-11=-713/3, 3-11=3595/853, 3-10=-220/574, 3-9=-406/1113, 4-9=2502/576, 5-9=-811/3383, 5-8=-3499/718, 6-8=1445/6062 10-9-8 PLATES GRIP MT20 244/190 Weight: 232 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) 3-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 20.0psf 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. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 826 lb uplift at joint 12 and 1482lb uplift at joint 7. 9) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31. 32, 33, 34, 35 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. nuea on page z A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE •4♦ .,> Q `1 • ' \ G°E N 7, ors No 58126 °eQ� •. 0 0. ao t� P �� N M_ to `�® 4� PhilipJ. O'Regan PE No.58126 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 15,24020 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1rPl1 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 iT' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T21299792 CORNETT FGR1 FLAT GIRDER 1 Job Reference _(optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.Z4U s Mar U ZUZU MI I eK Industries, Inc. I ue bep it) u4:ue:5y 2020 rage 2 1 D:F000RhfVB8Kvj01 vda2AvgyxZ2K-gJGZJaeS 1 HD8idviTuaZ5RGtBPTMVFHgz22Xi?ydVMM NO,TES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 669 lb down and 226 lb up at 0-9-8. 415 lb down and 140 lb up at 2-9-8, 462 lb down and 156 lb up at 4-9-8, 2301 lb down and 778 lb up at 6-7-12, and 1371 lb down and 463 lb up at 8-7-12, and 1371 lb down and 463 Ib up at 10-6-12 on top chord, and 200 lb down and 133 lb up at 0-9-4, 316 lb down and 192 lb up at 1-7-12, 199 lb down and 134 16 up at 2-4-7, 316 lb down and 192 lb up -at 3-7-12, 199 lb down and 134 lb up at 3-11-10, 199 lb down and 134 lb up at 5-6-13, 316 lb down and 192 lb up at 5-7-12, 199 lb down and 134 lb up at 7-2-0; 316 lb down and �192 lb up at 7-7-12, and 199 lb down and 134 lb up at 8-9-3, and 316 lb down and 192 lb up at 9-7-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-6=-208, 7-12=-8 Concentrated Loads (lb) Vert: 11=-9(B) 4=-2115 5=-1260 8=-9(B) 6=-1260 13=-615 14=-381 15=425 16=-10(B) 17=-316(F) 18=-316(F) 19=-9(B) 20=325(1`=-316, B=-9) 21=-9(B) 22=-316(F) 23=-316(F) 2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-6=-192, 7-12=-8 Concentrated Loads (lb) Vert: 11=-151(B) 4=-1763 5=-1050 8=-151(8) 6=-1050 13=-513 14=-318 15=-354 16=-152(B) 17=-276(F) 18=-276(F) 19=-151(B) 20=-427(F=-276, B=-151) 21 =-I 51 (B) 22=-276(F) 23=-276(F) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-144, 7-12=-24 Concentrated Loads (lb) Vert: 4=-1058 5=-630 6=630 13=-308 14=-191 15=-213 17=-226(F) 18=-226(F) 20=-226(F) 22=-226(F) 23=-227(F) 4) Dead + 0.6 MWFRS Wind (Pas. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-80, 7-12=-5 Harz: 1-12=19, 6-7=25 Concentrated Loads (lb) Vert: 4=778 5=463 6=463 13=226 14=140 15=156 17=189(F) 18=189(F) 20=189(F) 22=189(F) 23=189(F) 5) Dead + 0.6 MWFRS Wind (Pas. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-80, 7-12=-5 Horz: 1-12=-25, 6-7=-19 Concentrated Loads (lb) Vert 4=778 5=463 6=463 13=226 14=140 15=156 17=189(F) 18=189(F) 20=189(F) 22=189(F) 23=189(F) 6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-111, 7-12=-8 Harz 1-12=33, 6-7=11 Concentrated Loads (lb) Vert: 4=-1423 5=-848 6=848 13=-414 14=256 15=-286 17=192(F) 18=192(F) 20=192(F) 22=192(F) 23=192(F) 7) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-111. 7-12=-8 Harz: 1-12=-11, 6-7=-33 Concentrated Loads (lb) Vert: 4=-854 5=-509 6=-509 13=-248 14=-154 15=-172 17=192(F) 18=192(F) 20=192(F) 22=192(F) 23=192(F) 8) Dead + 0.6 MWFRS Wind (Pas. Intemal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-80, 7-12=-5 Harz: 1-12=16, 6-7=23 Concentrated Loads (Ib) Vert: 4=778 5=463 6=463 13=226 14=140 15=156 17=189(F) 18=189(F) 20=189(F) 22=189(F) 23=189(F) 9) Dead + 0.6 MWFRS Wind (Pas. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-80, 7-12=-5 Harz: 1-12=-23, 6-7=-16 Concentrated Loads (lb) Vert: 4=778 5=463 6=463 13=226 14=140 15=156 17=189(F) 18=189(F) 20=189(F) 22=189(F) 23=189(F) 10) Dead + 0.6 MWFRS Wind (Pas. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-94, 7-12=-5 Harz: 1-12=8, 6-7=18 Concentrated Loads (lb) Vert: 4=464 5=277 6=277 13=135 14=84 15=93 17=189(F) 18=189(F) 20=189(F) 22=189(F) 23=189(F) 11) Dead + 0.6 MWFRS Wind (Pas. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-94, 7-12=-5 Harz: 1-12=-18, 6-7=-8 Concentrated Loads (lb) Vert: 4=464 5=277 6=277 13=135 14=84 15=93 17=189(F) 18=189(F) 20=189(F) 22=189(F) 23=189(F) 12) Dead + 0.6 MWFRS Wind (Neg. Intemal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Inuea on page s 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 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 SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T21299792 CORNETT FGR1 FLAT GIRDER 1 Job Reference (optional) butlaers FrrstSource (Plant (;ity, I-L), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 04:09:59 2020 Page 3 I D: F000 RhfVB8Kvj01 vda2AvgyxZ2K-gJGZJaeS1 HD8idviTuaZ5RGfBPTM VFHgz22Xi?ydV M M LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-6=-111, 7-12=-8 Harz: 1-12=30, 6-7=9 Concentrated Loads (lb) Vert: 4=-1357 5=-808 6=808 13=-395 14=-244 15=-273 17=192(F) 18=192(F) 20=192(F) 22=192(F) 23=192(F) 13) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-111, 7-12=-8 Harz: 1-12=-9, 6-7=-30 Concentrated Loads (lb) Vert: 4=-854 5=-509 6=-509 13=-248 14=-154 15=-172 17=192(F) 18=192(F) 20=192(F) 22=192(F) 23=192(F) 14) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-6=-144, 7-12=-8 Concentrated Loads (lb) Vert: 11=-199(B) 4=-705 5=420 8=-199(B) 6=-420 13=-205 14=-127 15=-142 16=-200(B) 17=-157(F) 18=-157(F) 19=-199(B) 20=-355(F=-157, B=-199) 21=-199(B) 22=-157(F) 23=-157(F) 15) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-167, 7-12=-8 Harz: 1-12=24, 6-7=8 Concentrated Loads (lb) Vert:4=-2301 5=-1371 6=-1371 13=-669 14=-415 15=-462 17=132(F) 18=1 32(F) 20=132(F) 22=132(F) 23=131 (F) 16) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-167, 7-12=-8 Harz: 1-12=-8, 6-7=-24 Concentrated Loads (lb) Vert: 4=-1874 5=-1116 6=-1116 13=-545 14=-338 15=-377 17=132(F) 18=132(F) 20=132(F) 22=132(F) 23=131(F) 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-167, 7-12=-8 Harz: 1-12=22, 6-7=7 Concentrated Loads (lb) Vert: 4=-2252 5=-1341 6=-1341 13=-655 14=-406 15=-452 17=132(F) 18=132(F) 20=132(F) 22=132(F) 23=131(F) 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-167, 7-12=-8 Harz: 1-12=-7, 6-7=-22 Concentrated Loads (lb) Vert: 4=-1874 5=-1116 6=-1116 13=-545 14=-338 15=-377 17=132(F) 18=132(F) 20=132(F) 22=132(F).23=131(F) 19) Reversal: Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-6=-208, 7-12=-8 Concentrated Loads (lb) Vert: 11=-9(B) 4=-2115 5=-1260 8=-9(B) 6=1260 13=-615 14=-381 15=-425 16=10(B) 17=-157(F) 18=-157(F) 19=-9(B) 20=166(1`=-157, B=-9) 21=-9(B) 22=-157(F) 23=-157(F) 20) Reversal: Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-6=-192, 7-12=-8 Concentrated Loads (lb) Vert: 11=98(B) 4=-1763 5=-1050 8=98(B) 6=-1050 13=-513 14=-318 15=-354 16=97(B) 17=-157(F) 18=-157(F) 19=98(B) 20=-58(F=-157. B=98) 21=98(B) 22=-157(F) 23=-157(F) 21) Reversal: Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-6=-144, 7-12=-8 Concentrated Loads (lb) Vert: 11=134(B) 4=-705 5=-420 8=134(B) 6=-420 13=-205 14=-127 15=-142 16=133(B) 17=-157(F) 18=-157(F) 19=134(B) 20=-23(1`=157,8=134)21=134(B)22=-157(F)23=-157(F) 22) Reversal: Dead + 0.6 MWFRS Wind (Pas. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-80, 7-12=-5 Harz: 1-12=19, 6-7=25 Concentrated Loads (lb) Vert: 4=778 5=463 6=463 13=226 14=140 15=156 17=-136(F) 18=136(17) 20=-136(F) 22=-136(F) 23=-137(F) 23) Reversal: Dead + 0.6 MWFRS Wind (Pas. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-80, 7-12=-5 Harz: 1-12=-25, 6-7=-19 Concentrated Loads (lb) Vert: 4=778 5=463 6=463 13=226 14=140 15=156 17=-136(F) 18=-136(F) 20=-136(F) 22=-136(F) 23=-137(F) 24) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-111, 7-12=-8 Harz: 1-12=33, 6-7=11 Inuea on page 4 & WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not^ a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing !T' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Mek fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/17P/1 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 T21299792 CORNETT FGR1 FLAT GIRDER 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 6.24U s Mar 9 ZUZU MI I eK Inoustnes, Inc. I ue jep I U4:ua:ou ZUZU rage 4 I D:F000 RhfV B8Kvj01 vda2AvgyxZ2K-gJGZJaeS1 HDBidviTuaZSRGfBPTMV FHgz22Xi?ydVM M LOAD CASES) Standard Concentrated Loads (lb) Vert: 4=-1423 5=-848 6=848 13=414 14=256 15=-286 17=-133(F) 18=-133(F) 20=-133(F) 22=-133(F) 23=-133(F) 25).,Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniforrn Loads (plf) Vert: 1-6=-111. 7-12=-8 Harz: 1-12=-11, 6-7=-33 Concentrated Loads (lb) Vert: 4=-854 5=509 6=-509 13=-248 14=-154 15=-172 17=-133(F) 18=-133(F) 20=-133(F) 22=-133(F) 23=-133(F) 26) Reversal: Dead + 0.6 MWFRS Wind (Pas. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert 1-6=-80, 7-12=-5 Harz: 1-12=16, 6-7=23 Concentrated Loads (lb) Vert: 4=778 5=463 6=463 13=226 14=140 15=156 17=-136(F) 18=-136(F) 20=-136(F) 22=-136(F) 23=-137(F) 27) Reversal: Dead + 0.6 MWFRS Wind (Pas. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-80, 7-12=-5 Harz: 1-12=-23, 6-7=-16 Concentrated Loads (lb) Vert: 4=778 5=463 6=463 13=226 14=140 15=156 17=-136(F) 18=-136(F) 20=-136(F) 22=-136(F) 23=-137(F) 28) Reversal: Dead + 0.6 MWFRS Wind (Pas. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-94, 7-12=-5 Harz: 1-12=8, 6-7=18 Concentrated Loads (lb) Vert: 4=464 5=277 6=277 13=135 14=84 15=93 17=-136(F) 18=-136(F) 20=136(F) 22=136(F) 23=137(F) 29) Reversal: Dead + 0.6 MWFRS Wind (Pas. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert 1-6=-94, 7-12=-5 Harz: 1-12=18, 6-7=-8 Concentrated Loads (lb) Vert: 4=464 5=277 6=277 13=135 14=84 15=93 17=-136(F) 18=-136(F) 20=136(F) 22=136(1`) 23=-137(F) 30) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-111, 7-12=-8 Harz: 1-12=30, 6-7=9 Concentrated Loads (lb) Vert: 4=-1357 5=-808 6=808 13=395 14=244 15=-273 17=-133(F) 18=-133(F) 20=-133(F) 22=-133(F) 23=-133(F) 31) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-111. 7-12=-8 Harz: 1-12=-9, 6-7=30 Concentrated Loads (lb) Vert: 4=-854 5=509 6=-509 13=248 14=154 15=172 17=-133(F) 18=133(F) 20=-133(F) 22=-133(F) 23=-133(F) 32) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-167, 7-12=8 Harz: 1-12=24, 6-7=8 Concentrated Loads (lb) Vert: 4=-2301 5=-1371 6=-1371 13=-669 14=-415 15=462 17=-228(F) 18=-228(F) 20=-228(F) 22=-228(F) 23=-229(F) 33) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-167, 7-12=-8 Harz: 1-12=8, 6-7=-24 Concentrated Loads (lb) Vert 4=1874 5=-1116 6=-1116 13=-545 14=-338 15=-377 17=-228(F) 18=-228(F) 20=-228(F) 22=-228(F) 23=-229(F) 34) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-167, 7-12=8 Harz: 1-12=22, 6-7=7 Concentrated Loads (lb) Vert: 4=-2252 5=1341 6=1341 13=-655 14=-406 15=-452 17=-228(F) 18=-228(F) 20=-228(F) 22=-228(F) 23=-229(F) 35) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-167, 7-12=-8 Harz: 1-12=-7, 6-7=-22 Concentrated Loads (lb) Vert: 4=-1874 5=-1116 6=-1116 13=-545 14=-338 15=-377 17=-228(F) 18=-228(F) 20=-228(F) 22=-228(F) 23=-229(F) WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall ■ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing f'��' 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 ANS11rPl1 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 T21299793 CORNETT FGR2 FLAT GIRDER 1 Job Reference (optional) Builders FirsiSource (rlant catty, FL), Plant t;lty, HL - 33bti1. 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 04:10:01 2020 Page 1 I D: FOOORhfVBBKvj01 vda2AvgyxZ2K-dhOKkGgiZuTsxx35aJd 1 BsMzAC6ez9FzRMXentyd VM K 2�-13 47-15 6-11-0 9-2-1 11-5-3 13-10-0 2-4-13 2-3-1 2-3-1 2-3-1 2-3-1 23 5x8 = 15 2x4 II 5xB = 2x4 II 5x8 = 16 4x6 = 18 13 19 12 20 11 21 10 22 14 7x10 = 2x4 II 3x8 = 2x4 II 2-4-13 i 4-7-15 6-11-0 9-2-1 11-5-3 2 4-13 2-3-1 2-3-1 2-3-1 2-3-1 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.36 Vert(LL) -0.06 11 >999 360 TCDL 15.0 Lumber DOL 1.00 BC 0.79 Vert(CT) -0.14 11 >999 240 BCLL 0.0 Rep Stress Incr NO WB 1.00 Horz(CT) 0.03 8 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.06 11 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3'Except* BOT CHORD 1-14,7-8: 2x8 SP 240OF 2.0E REACTIONS. (size) 14=Mechanical, 8=Mechanical Max Horz 14=-71(LC 4) Max Uplift 14=-319(LC 4). 8=186(LC 5) Max Grav 14=3367(LC 1), 8=3001(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-3088/282, 1-2=-3574/363, 2-3=3574/363, 3-4=-6544/601, 4-5=-6544/601, 5-6=3452/318, 6-7=-3452/318, 7-8=-2734/153 BOT CHORD 13-14=-76/274, 12-13=596/5971, 11-12=-596/5971, 10-11=-561/5910, 9-1 0=-561/591 0 WEBS 1-13=-413/4182, 2-13=833/0, 3-13=-2953/265, 3-12=-148/385, 3-11=-57/706, 4-11=-722/0, 5-11=87/781, 5-1 0=1 44/374, 5-9=-3030/290, 6-9=-709/0, 7-9=-383/4094 Scale = 1:22.9 2x4 11 5x8 = 17 6 7 9 23 8 7x10 = 4x6 = 13-10-0 PLATES GRIP MT20 244/190 Weight: 180 lb FT = 20% Structural wood sheathing directly applied or 4-7-3 cc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) 2-ply truss to be connected together with 1Od (0.131"x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 cc, 2x4 - 1 row at 0-9-0 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc. Webs connected as follows: 2x4 - 1 row at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 319 lb uplift at joint 14 and 186 lb uplift at joint B. 9) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13. 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 452 lb down and 153 lb up at 0-11-8. 375 lb down and 127 lb up at 2-11-8, 375 lb down and 127 lb up at 4-11-8, 375 lb down and 127 lb up at 6-11-8, and 375 lb down and 127 lb up at 8-11-8, and 375 lb down and 127 lb up at 10-11-8 on top chord, and 229 lb down and 141 lb up at 1-11-4, 229 lb down and 141 lb up at 3-11-4, 229 lb down and 141 lb up at 5-11-4, 229 lb down and 141 lb up at 7-11-4, and 229 lb down and 141 lb up at 9-11-4, and 229 lb down and 141 lb up at 11-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. �gtiiiil7Al;ppd ti No 58126 �y® :�� r f861iii Philip J. O'Regan PE No.58126 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date - September 15,2*020 ........ _..__......___ ._..._..__....-_ ......... _.- .................. ................... ....... ..... Co tinned on page 2 ,� 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 Y 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'" 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 ANS177P/1 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 T21299793 CORNETT FGR2 FLAT GIRDER 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTeK Industries, Inc. I ue Sep lb U4:1U:U1 ZUZU Hage Z ID:F000RhfVB8Kvj01 vda2AvgyxZ2K-dhOKkGgiZuTsxx35aJdl BsMzAC6ez9FzRMXentydVMK LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pig Vert: 1-7=-208, 8-14=-8 Concentrated Loads (lb) Vert: 3=-345 4=-345 5=-345 15=-415 16=-345 17=-345 18=-229(F) 19=-229(F) 20=-229(F) 21=-229(F) 22=-229(F) 23=-229(F) 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-7=-192, 8-14=-8 Concentrated Loads (lb) Vert: 3=-288 4=-288 5=-288 15=-346 16=-288 17=-288 18=-200(F) 19=-200(F) 20=-200(F) 21=-200(F) 22=-200(F) 23=-200(F) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-144, 8-14=-24 Concentrated Loads (lb) Vert: 3=-173 4=173 5=-173 15=-208 16=-173 17=-173 18=-163(F) 19=-163(F) 20=-163(F) 21=-163(F) 22=-163(F) 23=-163(F) 4) Dead + 0.6 MWFRS Wind (Pas. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-80, 8-14=-5 Harz: 1-14=19, 7-8=25 Concentrated Loads (lb) Vert: 3=127 4=127 5=127 15=153 16=127 17=127 18=138(F) 19=138(F) 20=138(F) 21=138(F) 22=138(F) 23=138(F) 5) Dead + 0.6 MWFRS Wind (Pas. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-80, 8-14=-5 Harz: 1-14=-25, 7-8=-19 Concentrated Loads (lb) Vert: 3=127 4=127 5=127 15=153 16=127 17=127 18=138(F) 19=138(F) 20=138(F) 21=138(F) 22=138(F) 23=138(F) 6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-111. 8-14=-8 Harz: 1-14=33, 7-8=11 Concentrated Loads (lb) Vert: 3=-232 4=-232 5=-232 15=-279 16=-232 17=-232 18=141(F) 19=141(F) 20=141(F) 21=141(F) 22=141(F) 23=141(F) 7) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-111. 8-14=-8 Harz: 1-14=-11, 7-8=-33 Concentrated Loads (lb) Vert: 3=-139 4=-139 5=-139 15=-167 16=-139 17=-139 1'8=141(F) 19=141(F) 20=141(F) 21=141(F) 22=141(F) 23=141(F) 8) Dead + 0.6 MWFRS Wind (Pas. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-80, 8-14=-5 Horz: 1-14=16, 7-8=23 Concentrated Loads (lb) Vert: 3=127 4=127 5=127 15=153 16=127 17=127 18=138(F) 19=138(F) 20=138(F) 21=138(F) 22=138(F) 23=138(F) 9) Dead + 0.6 MWFRS Wind (Pas. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-80, 8-14=-5 Harz: 1-14=-23, 7-8=-16 Concentrated Loads (lb) Vert: 3=127 4=127 5=127 15=153 16=127 17=127 18=138(F) 19=138(F) 20=138(F) 21=138(F) 22=138(F) 23=138(F) 10) Dead + 0.6 MWFRS Wind (Pas. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-94, 8-14=-5 Harz: 1-14=8, 7-8=18 Concentrated Loads (lb) Vert: 3=76 4=76 5=76 15=91 16=76 17=76 18=138(F) 19=138(F) 20=138(F) 21=138(F) 22=138(F) 23=138(F) 11) Dead + 0.6 MWFRS Wind (Pas. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert 1-7=-94, 8-14=-5 Harz: 1-14=-18, 7-8=-8 Concentrated Loads (lb) Vert: 3=76 4=76 5=76 15=91 16=76 17=76 18=138(F) 19=138(F) 20=138(F) 21=138(F) 22=138(F) 23=138(F) 12) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-111, 8-14=-8 Harz: 1-14=30, 7-8=9 Concentrated Loads (lb) Vert: 3=-221 4=-221 5=-221 15=-266 16=-221 17=-221 18=141(F) 19=141(F) 20=141(F) 21=141(F) 22=141(F) 23=141(F) 13) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) a Vert: 1-7=-111, 8-14=-8 Harz: 1-14=-9, 7-8=-30 Concentrated Loads (lb) Vert: 3=139 4=139 5=-139 15=-167 16=-139 17=139 18=141(F) 19=141(F) 20=141(F) 21=141(F) 22=141(F) 23=141(F) nued on page 3 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. Far general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI7TPl1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 O>, 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T21299793 CORNETT FGR2 FLAT GIRDER 1 Job Reference (optional) Builders Firstbource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 04:10:01 2020 Page 3 I D:F000 RhfVB8Kvj01 vda2AvgyxZ2K-d hOKkGgiZuTstor35aJd 1 BsMzAC6ez9FzRMXentydV M K ■ LOAD CASE(S) Standard 14) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-7=-144, 8-14=-8 Concentrated Loads (lb) Vert: 3=-115 4=115 5=-115 15=-138 16=-115 17=-115 18=-114(F) 19=-114(F) 20=-114(F) 21=-114(F) 22=-114(F) 23=-114(F) 15) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-167, 8-14=-8 Harz: 1-14=24, 7-8=8 Concentrated Loads (lb) Vert: 3=-375 4=375 5=-375 15=-452 16=-375 17=-375 18=97(F) 19=97(F) 20=97(F) 21=97(F) 22=97(F) 23=97(F) 16) Dead + 0.75 Roof Live (bat.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-167, 8-14=-8 Harz: 1-14=-B, 7-8=-24 Concentrated Loads (lb) Vert: 3=-306 4=-306 5=-306 15=-368 16=-306 17=-306 18=97(F) 19=97(F) 20=97(F) 21=97(F) 22=97(F) 23=97(F) 17) Dead + 0.75 Roof Live (bat.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-167, 8-14=-8 Harz: 1-14=22, 7-8=7 Concentrated Loads (lb) Vert: 3=-367 4=-367 5=-367 15=-442 16=-367 17=-367 18=97(F) 19=97(F) 20=97(F) 21=97(F) 22=97(F) 23=97(F) 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-167, 8-14=-8 Harz: 1-14=-7, 7-8=-22 Concentrated Loads (lb) Vert: 3=-306 4=306 5=-306 15=-368 16=-306 17=-306 18=97(F) 19=97(F) 20=97(F) 21=97(F) 22=97(F) 23=97(F) 19) Reversal: Dead + 0.6 MWFRS Wind (Pas. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-80, 8-14=-5 Harz: 1-14=19, 7-8=25 Concentrated Loads (lb) Vert: 3=127 4=127 5=127 15=153 16=127 17=127 18=-101(F) 19=-101(F) 20=-101(F) 21=-101(F) 22=-101(F) 23=-101(F) 20) Reversal: Dead + 0.6 MWFRS Wind (Pas. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-80, 8-14=-5 Harz: 1-14=-25, 7-8=-19 Concentrated Loads (lb) Vert: 3=127 4=127 5=127 15=153 16=127 17=127 18=-101(F) 19=-101(F) 20=-101(F) 21=-101(F) 22=-101(F) 23=-101(F) 21) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-111, 8-14=-8 Harz: 1-14=33, 7-8=11 Concentrated Loads (lb) Vert: 3=-232 4=-232 5=-232 15=-279 16=-232 17=-232 18=-98(F) 19=-98(F) 20=-98(F) 21=-98(F) 22=-98(F) 23=-98(F) 22) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-111, 8-14=-8 Harz: 1-14=-11. 7-8=-33 Concentrated Loads (lb) Vert: 3=-139 4=139 5=-139 15=-167 16=-139 17=-139 18=-98(F) 19=-98(F) 20=-98(F) 21=-98(F) 22=-98(F) 23=-98(F) 23) Reversal: Dead + 0.6 MWFRS Wind (Pas. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-80, 8-14=-5 Harz: 1-14=16, 7-8=23 Concentrated Loads (lb) Vert: 3=127 4=127 5=127 15=153 16=127 17=127 18=-101(F) 19=-101(F) 20=-101(F) 21=-101(F) 22=-101(F) 23=-101(F) 24) Reversal: Dead + 0.6 MWFRS Wind (Pas. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-80, B-14=-5 Harz: 1-14=-23, 7-8=-16 Concentrated Loads (lb) Vert: 3=127 4=127 5=127 15=153 16=127 17=127 18=-101(F) 19=-101(F) 20=-101(F) 21= 101(F) 22=-101(F) 23=-101(F) 25) Reversal: Dead + 0.6 MWFRS Wind (Pas. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-94, 8-14=-5 Harz: 1-14=8, 7-8=18 Concentrated Loads (lb) Vert: 3=76 4=76 5=76 15=91 16=76 17=76 18=-101(F) 19=-101(F) 20=-101(F) 21=-101(F) 22=-101(F) 23=-101(F) 26) Reversal: Dead + 0.6 MWFRS Wind (Pas. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-94, 8-14=5 Horz: 1-14=-18, 7-8=-8 r Continued on page 4 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. �® Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, note 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 �°'' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ek fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPlf Quality Criteria, OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Intonation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21299793 CORNETT FGR2 FLAT GIRDER 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL- 33567, 8.Z4U s Mar 9 ZUZU MI I eK Industries, Inc. I ue Jep I u4:1U:U1 ZUZU rage 4 1 D:F000RhfVB8Kvj01 vda2AvgyxZ2K-dhOKkGgiZuTsta35aJd 1 BsMzAC6ez9FzRMXentyd VM K LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=76 4=76 5=76 15=91 16=76 17=76 18=-101(F) 19=-101(F) 20=-101(F) 21=-101(F) 22=-101(F) 23=-101(F) 27).Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-111, 8-14=-8 Horz: 1-14=30, 7-8=9 Concentrated Loads (lb) Vert: 3=-221 4=221 5=-221 15=-266 16=-221 17=-221 18=-98(F) 19=-98(F) 20=-98(F) 21=-98(F) 22=-98(F) 23=-98(F) 28) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-111, 8-14=-8 Harz: 1-14=-9, 7-8=-30 Concentrated Loads (lb) Vert: 3=-139 4=139 5=-139 15=-167 16=-139 17=139 18=-98(F) 19=-98(F) 20=-98(F) 21=-98(F) 22=-98(F) 23=-98(F) 29) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-167. 8-14=-8 Horz: 1-14=24, 7-8=8 Concentrated Loads (lb) Vert: 3=-375 4=375 5=-375 15=-452 16=-375 17=-375 18=-167(F) 19=-167(F) 20=-167(F) 21=-167(F) 22=-167(F) 23=-167(F) 30) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-167, 8-14=-8 Horz: 1-14=-8, 7-8=-24 Concentrated Loads (lb) Vert: 3=-306 4=306 5=-306 15=-368 16=-306 17=-306 18=-167 fl) 19=-167(F) 20=-167(F) 21=-167(F) 22=-167(F) 23=-167(F) 31) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-167, 8-14=-8 Horz: 1-14=22, 7-8=7 Concentrated Loads (lb) Vert: 3=-367 4=367 5=-367 15=442 16=-367 17=-367 18=-167(F) 19=-167(F) 20=-167(F) 21=-167(F) 22=-167(F) 23=-167(F) 32) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-167, 8-14=-8 Horz: 1-14=-7, 7-8=-22 Concentrated Loads (lb) Vert: 3=-306 4=-306 5=-306 15=-368 16=306 17=-306 18=-167(F) 19=-167(F) 20=-167(F) 21=-167(F) 22=-167(F) 23=-167(F) 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 MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not Y 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 �'`+' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS17TP11 Quality Criteria, DSB-99 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 Oty Ply T21299794 CORNETT FGR3 FLOOR 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 04:10:02 2020 Page 1 I D:F000RhfVB8Kvj01 vda2AvgyxZ2K-5tyixcg KKCbjZ5eH808Gj3uCOcaYilW6fOHBJ Kyd VMJ 12-11-4 2-3-3 4-2-15 6-12-10 a-2-6 10-2-1 11-10-0 12-5-4 t 7-t 2-3-3 1-11-11 1-11-71 1-11-11 1-11-11 1-8-3 0-7-0 -2- 0-3-8 Scale = 1:20.7 2x4 II 3x8 = 2x4 II 3xB = 2x4 II 412 = 1 3x6 = 2x4 II 5x8 = 2x4 II 3x8 = 2x4 II 5xB = 5xB = THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 12-5-4 12-11-4 2-3-3 4-2-15 6-2-10 8-2-6 10-2-1 11-10-4 1 -1 1 7-1 2-3-3 1-11-11 1-11-N 1-11-11 1-11-11 1-8-3 -3-2 -2- LOADING (psf) TCLL 40.0 TCDL 15.0 BCLL 0.0 BCDL 5.0 SPACING- 1-7-3 Plate Grip DOL 1.00 Lumber DOL 1.00 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.07 BC 0.30 WB 0.42 Matrix-SH DEFL. in Vert(LL) -0.03 Vert(CT) -0.04 Horz(CT) 0.01 (loc) I/deft L/d 11 >999 360 11 >999 240 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 257 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. 1-14,7-8: 2x6 SP No.2, 7-8: 2x8 SP 240OF 2.0E REACTIONS. (size) 14=0-4-12, 8=0-6-4 Max Grav 14=1988(LC 1), 8=4354(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-1771/0. 1-2=-2185/0, 2-3=-2185/0, 3-4=-3853/0, 4-5=3853/0, 5-6=-2095/0, 6-7=2095/0, 7-8=1756/0 BOT CHORD 12-13=0/3520, 11-12=0/3520, 10-11=0/3427, 9-10=0/3427 WEBS 1-13=0/2639, 3-13=-1728/0, 3-12=0/620, 3-11=0/432, 5-11=0/552, 5-10=0/539, 5-9=-1725/0, 7-9=0/2520 NOTES- 1) 3-ply truss to be connected together with I Od (0.131 'x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc, 2x4 - 1 row at 0-9-0 cc, 2x8 - 2 rows staggered at 0-9-0 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc. Webs follows: 2x4 1 0-9-0 2x6 2 0-9-0 d�itii i 19 3 ilgpt0 connected as - row at cc, - rows staggered at cc, 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to O s ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. C E At °• "� s� 3) Recommend 10-0-0 fastened to by • t s Q •" `a •'•, r� 2x6 strongbacks, on edge, spaced at cc and each truss with 3-1 Od (0.131"X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. No 58126 A 4) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 427 lb down at 1-8-3, 427 Ib a• down at 3-3-6, 427 Ib down at 4-10-9, 427 lb down at 6-5-12, 427 lb down at 8-0-15, 427 lb down at 9-8-2, and 427 lb down at a 11-3-5, and 2213 lb down at 12-1-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of d = C[ others.'i) 'o �•'® •� LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Loads ~ Uniform (pig Ile ......` ®®~ 14=-8 l Concentrated Loads (lb) I Vert: 8=-2213(F) 11=-427(B) 10=-427(B) 15=-427(B) 16=-427(B) 17=-427(B) 18=427(B) 19=427(B) Philip J. O'Regan PE N0.58126 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 irate: September 15,2D20 A,LWARNING - verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI I-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 iT' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Mek fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21299795 CORNETT FGR4 FLAT GIRDER 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567. 6.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 04:10:03 2020 Page 1 I D:F000RhfVB8KviOl vda2AvgyxZ2K-Z4W49yhy4WlaAFCTijfVG HRM 10uu R97Fug0krmydV M I y 1-6-11 3-1-11 4-10-7 6-7-3 8-4-0 10-0-12 _ _'__ 11-11-4 1�-11 1-7-0 1-6-12 1-8-12 1-8-12 1-8-12 ' 1-10-8 Scale = 1:19.7 5xB = 2x4 II 3x8 = 2x4 II 3x8 = 2x4 II 3x4 = 5x8 = 1 17 2 3 4 5 18 6 19 7 20 8 ST1.5x8 STP = THIS TRUSS IS NOT SYMMETRIC. vxc — 3x8 = PROPER ORIENTATION IS ESSENTIAL. 1 6-11 1 10-1 3-1-11 4-10-7 6-7-3 8-4-0 10-0-12 11-11-4 1E-11 -4-1 1-2-15 1-8-12 1-8-12 1-8-12 1-8-12 1-10-8 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.14 Vert(LL) -0.02 12 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.00 BC 0.42 Vert(CT) -0.04 12 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(CT) 0.01 9 n/a n/a BCDL 5.0 Code FBC2017ffP12014 Matrix-SH Wind(LL) 0.02 12 >999 240 Weight: 359lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc pudins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing, Except: 1-16,8-9: 2x8 SP 240OF 2.0E 6-0-0 cc bracing: 15-16. REACTIONS. (size) 9=Mechanical, 15=0-8-0 Max Horz 15=-68(LC 21) Max Uplift 9=-1031(LC 5), 15=-807(LC 4) Max Grav 9=4227(LC 1), 15=4414(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-291/62, 1-2=133/251, 2-3=133/251, 3-4=5037/1104, 4-5=-5037/1104, 5-6=5736/1360, 6-7=-5736/1360, 7-8=-3497/860, 8-9=3814/879 BOT CHORD 14-15=-560/2610, 13-14=-560/2610, 12-13=-1483/6364, 11-12=-1483/6364, 10-11 =-866/3497, 9-1 0=-1 33/477 WEBS 1-15=-367/169, 2-15=-1009/100, 3-15=-3860/791, 3-14=-281/87, 3-13=-782/3250, 4-13=-567/0, 5-13=1778/489, 5-11=-842/139, 6-11=12151196, 7-11=-686/2999, 7-10=-2641 /460. 8-10=1026/4227 NOTES- 1) 4-ply truss to be connected together with 1 Od (0.131"x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 cc, 2x6 - 2 rows staggered at 0-9-0 cc. 4d1;tiI11111ttlt ,ill p J 0 Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc. E•%tj ' • '4� �r bi~ Q� ,•'l E i S •'•• Webs connected as follows: 2x4 - 1 row at 0-9-0 cc. Cc s' Attach TC w/ 1/2" diam. bolts (ASTM A-307) in the center of the memberw/washers at 4-0-0 cc. • m 0 58126 „ 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to have been to distribute loads indicated. 4 a' e ply connections provided only noted as (F) or (B), unless otherwise Wind: Vult=160mph Vasd=124mph; 3) ASCE 7-10; (3-second gust) TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4Jt a w -5� m Acr),. 4) Provide adequate drainage to prevent water ponding. 0 ©•%4/ `•��'�' 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' `� ti% 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.! rv, ®® sv" f • . i' • • •� y®O 7) Refer to for truss to truss !lttt A;1��dq. girder(s) connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1031 lb uplift atjoint 9 and 807 lb uplift at joint 15. Philip J. O'Regan PE No.58126 9) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32 has/have MiTek USA, Inc. FL Cert6634 been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 6904 Parke East Blvd. Tampa FL 33610 Data: September 15,2020 ;ontinued on page 2 A WARNING - Verily 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® connections. This design is based only upon parameters shown, and is for an individual building component, not �y 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 �1�'" ek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T21299795 CORNETT FGR4 FLAT GIRDER 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 04:10:03 2020 Page 2 I D:F000 RhfVBBKvj01 vda2AvgyxZ2K-Z4 W49yhy4WjaAFCTijfVG HRM 10uu R97Fug0krmyd VM I NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 435 lb down and 147 lb up at 0-3-10, 452 lb down and 153 lb up at 1-1-14, 381 lb down and 129 lb up at 3-1-14, 441 lb down and 149 lb up at 5-1-14, 1458 lb down and 493 lb up at 7-0-0, and 936 lb down and 316 lb up at 9-0-0, and 740 lb down and 250 lb up at 11-0-0 on top chord, and 349 lb down and 227 lb up at 3-9-0, 349 lb down and 227 lb up at 5-9-0, 349 lb down and 227 lb up at 7-9-0, and 349 lb down and 227 lb up at 9-9-0, and 349 lb down and 227 lb up at 10-9-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pig Vert: 1-8=-208, 9-16=-8 Concentrated Loads (lb) Vert: 1=-400 3=350 4=-405 17=-415 18=-1340 19=-860 20=-680 21=-349(F) 22=-349(F) 23=-349(F) 24=-349(F) 25=-349(F) 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pig Vert: 1-8=-192, 9-16=-8 Concentrated Loads (lb) Vert: 1=-333 3=292 4=-338 17=-346 18=-1117 19=-717 20=-567 21=-302(F) 22=-302(F) 23=-302(F) 24=-302(F) 25=-302(F) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-8=-144, 9-16=-24 Concentrated Loads (lb) Vert: 1=-200 3=175 4=-203 17=-208 18=-670 19=-430 20=-340 21=-228(F) 22=-228(F) 23=-228(F) 24=-228(F) 25=-229(F) 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-8=-80, 15-16=17, 9-15=-5 Horz: 1-16=19, 8-9=25 Concentrated Loads (lb) Vert: 1=147 3=129 4=149 17=153 18=493 19=316 20=250 21=224(F) 22=224(F) 23=224(F) 24=224(F) 25=224(F) 5) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-8=-80, 9-16=-5 Horz: 1-16=-25, 8-9=-19 Concentrated Loads (lb) Vert: 1=147 3=129 4=149 17=153 18=493 19=316 20=250 21=224(F) 22=224(F) 23=224(F) 24=224(F) 25=224(F) 6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-8=-111, 15-16=14, 9-15=-8 Horz: 1-16=33, 8-9=11 Concentrated Loads (lb) Vert: 1=-269 3=-236 4=-273 17=-279 18=-902 19=-579 20=-458 21=227(F) 22=227(F) 23=227(F) 24=227(F) 25=227(F) 7) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-111, 9-16=-8 Horz: 1-16=-11, 8-9=-33 Concentrated Loads (lb) Vert: 1=-161 3=-141 4=-163 17=-167 18=-541 19=-347 20=-274 21=227(F) 22=227(F) 23=227(F) 24=227(F) 25=227(F) 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-80, 9-16=-5 Horz: 1-16=16, 8-9=23 Concentrated Loads (lb) Vert: 1=147 3=129 4=149 17=153 18=493 19=316 20=250 21=224(F) 22=224(F) 23=224(F) 24=224(F) 25=224(F) 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert 1-8=-80, 9-16=-5 Horz: 1-16=-23, 8-9=-16 Concentrated Loads (lb) Vert: 1=147 3=129 4=149 17=153 18=493 19=316 20=250 21=224(F) 22=224(F) 23=224(F) 24=224(F) 25=224(F) 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-8=-94, 9-16=-5 Horz: 1-16=8, 8-9=18 Concentrated Loads (lb) Vert: 1=88 3=77 4=89 17=91 18=294 19=189 20=149 21=224(F) 22=224(F) 23=224(F) 24=224(F) 25=224(F) 11) Dead + 0.6 MWFRS Wind (Pas. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-8=-94, 9-16=-5 Horz: 1-16=-18, 8-9=-8 Concentrated Loads (lb) Vert: 1=88 3=77 4=89 17=91 18=294 19=189 20=149 21=224(F) 22=224(F) 23=224(F) 24=224(F) 25=224(F) 12) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-8=-111, 9-16=-8 Horz: 1-16=30, 8-9=9 Concentrated Loads (lb) Vert: 1=-257 3=225 4=-260 17=-266 18=-860 19=-552 20=-436 21=227(F) 22=227(F) 23=227(F) 24=227(F) 25=227(F) nued on page 3 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 Be building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing '°" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTPH Quality Crfter/a, 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 T21299795 CORNETT FGR4 FLAT GIRDER 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 04:10:03 2020 Page 3 I D: F000 RhfVBBKvj01 vda2AvgyxZ2K-Z4W49yhy4WjaAFCTijf VG HRM 10uu R97Fugoknnyd V MI LOAD CASE(S) Standard 13) Dead + 0.6 MWFRS Wind (Neg. Intemal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-111, 9-16=-8 Harz: 1-16=-9, 8-9=-30 Concentrated Loads (lb) Vert: 1=-161 3=141 4=-163 17=-167 18=-541 19=-347 20=-274 21=227(F) 22=227(F) 23=227(F) 24=227(F) 25=227(F) 14) Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (plf) Vert: 1-8=-144, 9-16=-8 Concentrated Loads (lb) Vert: 1=-133 3=117 4=-135 17=-138 18=447 19=-287 20=-227 21=-164(F) 22=-164(F) 23=-164(F) 24=-164(F) 25=-164(F) 15) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-167, 15-16=9, 9-15=-8 Harz: 1-16=24, 8-9=8 Concentrated Loads (lb) Vert: 1=-435 3=-381 4=-441 17=-452 18=-1458 19=-936 20=-740 21=157(F) 22=157(F) 23=157(F) 24=157(F) 25=157(F) 16) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-167, 9-16=-8 Harz: 1-16=-8. 8-9=-24 Concentrated Loads (lb) Vert: 1=-354 3=-310 4=-359 17=-368 18=-1187 19=-762 20=-602 21=157(F) 22=157(F) 23=157(F) 24=157(F) 25=157(F) 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-167, 9-16=-8 Harz: 1-16=22, 8-9=7 Concentrated Loads (lb) Vert: 1=-426 3=373 4=-431 17=-442 18=-1427 19=-916 20=-724 21=157(F) 22=157(F) 23=157(F) 24=157(F) 25=157(F) 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-167, 9-1l Harz: 1-16=-7, 8-9=-22 Concentrated Loads (lb) Vert: 1=-354 3=310 4=-359 17=-368 18=-1187 19=-762 20=-602 21=157(F) 22=157(F) 23=157(F) 24=157(F) 25=157(F) 19) Reversal: Dead + 0.6 MWFRS Wind (Pas. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-80, 15-16=17, 9-15=-5 Harz: 1-16=19, 8-9=25 Concentrated Loads (lb) Vert: 1=147 3=129 4=149 17=153 18=493 19=316 20=250 21=-132(F) 22=132(F) 23=-132(F) 24=-132(F) 25=-132(F) 20) Reversal: Dead + 0.6 MWFRS Wind (Pas. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-80, 9-16=-5 Harz: 1-16=-25, 8-9=-19 Concentrated Loads (lb) Vert: 1=147 3=129 4=149 17=153 18=493 19=316 20=250 21=-132(F) 22=-132(F) 23=-132(F) 24=-132(F) 25=-132(F) 21) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-111, 15-16=14, 9-15=-8 Harz: 1-16=33, 8-9=11 Concentrated Loads (lb) Vert: 1=-269 3=-236 4=-273 17=-279 18=-902 19=-579 20=-458 21=-129(F) 22=-129(F) 23=-129(F) 24=-129(F) 25=-129(F) 22) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) I Vert: 1-8=-111, 9-16=-8 Horz: 1-16=-11, 8-9=-33 Concentrated Loads (lb) Vert: 1=-161 3=-141 4=-163 17=-167 18=-541 19=-347 20=-274 21=-129(F) 22=-129(F) 23=-129(F) 24=-129(F) 25=-129(F) 23) Reversal: Dead + 0.6 MWFRS Wind (Pas. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-80, 9-1l Harz: 1-16=16, 8-9=23 Concentrated Loads (lb) Vert: 1=147 3=129 4=149 17=153 18=493 19=316 20=250 21=-132(F) 22=132(F) 23=-132(F) 24=-132(F) 25=-132(F) 24) Reversal: Dead + 0.6 MWFRS Wind (Pas. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-80, 9-16=-5 Harz: 1-16=-23, 8-9=-16 Concentrated Loads (lb) Vert: 1=147 3=129 4=149 17=153 18=493 19=316 20=250 21=-132(F) 22=132(F) 23=-132(F) 24=-132(F) 25=-132(F) 25) Veversal: Dead + 0.6 MWFRS Wind (Pas. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plo Vert: 1-8=-94, 9-16=-5 Harz: 1-16=8, 8-9=18 on ,& 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 �"�"' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ek fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety lnibrmation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21299795 CORNETT FGR4 FLAT GIRDER 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 04:10:03 2020 Page 4 I D:F000RhfVB8Kvj01 vda2AvgyxZ2K-Z4W49yhy4WjaAFCTijfVGHRM 10uuR97Fug0krmyd VM I LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 1=88 3=77 4=89 17=91 18=294 19=189 20=149 21=-132(F) 22=-132(F) 23=-132(F) 24=-132(F) 25=-132(F) 26) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-94, 9-16=-5 Horz: 1-16=-18, 8-9=-8 Concentrated Loads (lb) Vert: 1=88 3=77 4=89 17=91 18=294 19=189 20=149 21=-132(F) 22=-132(F) 23=-132(F) 24=-132(F) 25=-132(F) 27) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-111. 9-16=-8 Horz: 1-16=30, 8-9=9 Concentrated Loads (lb) Vert: 1=-257 3=-225 4=-260 17=-266 18=-860 19=-552 20=-436 21=-129(F) 22=-129(F) 23=-129(F) 24=-129(F) 25=-129(F) 28) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-111, 9-16=-8 Horz: 1-16=-9, 8-9=-30 Concentrated Loads (lb) Vert: 1=-161 3=141 4=-163 17=-167 18=-541 19=-347 20=-274 21=-129(F) 22=-129(F) 23=-129(F) 24=-129(F) 25=-129(F) 29) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-167, 15-16=9, 9-15=-8 Horz: 1-16=24, 8-9=8 Concentrated Loads (lb) Vert:1=-435 3=-381 4=-441 17=-452 18=-1458 19=-936 20=-740 21=-242(F) 22=-242(F) 23=-242(F) 24=-242(F) 25=-242(F) 30) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-167, 9-16=-8 Horz: 1-16=-8, 8-9=-24 Concentrated Loads (lb) Vert:1=-354 3=-310 4=-359 17=-368 18=-1187 19=-762 20=-602 21=-242(F) 22=-242(F) 23=-242(F) 24=-242(F) 25=-242(F) 31) Reversal: Dead + 0.75 Roof Live (bat.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-167, 9-16=-8 Horz: 1-16=22, 8-9=7 Concentrated Loads (lb). Vert:1=-426 3=-373 4=-431 17=442 18=-1427 19=-916 20=-724 21=-242(F) 22=-242(F) 23=-242(F) 24=-242(F) 25=-242(F) 32) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-167, 9-16=-8 Horz: 1-16=-7. 8-9=-22 Concentrated Loads (lb) Vert: 1=-354 3=-310 4=-359 17=-368 18=-1187 19=-762 20=-602 21=-242(F) 22=-242(F) 23=242(F) 24=-242(F) 25=-242(F) -- ..................................... ....... _.._ __.. - ----.- .................. .......--................ .................. _..... .. --............. .................... _...... ..... .... ._..__. ......... ----------- ---._...._. _........ ... ... ...... WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119l2020 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 verily 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 iT is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI!lpll Quality Criteria, DSB-89 and 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 T21299796 CORNETT FGR5 FLAT GIRDER 1 Job Reference (optional) Isunaers mrsibource trlant fury, t-Ll, rlant clry, rL - sa0bt, 2-2-15 1-11-7 1-11-7 1-11-7 5x8 = 2x4 II 5x12 = 2x4 II 22 2 23 3 24 4 25 d.[4u s mar S zuzu ml I eK Inaustnes, Inc. I ue bep la U4:IU:ua iuzu rage -i ID:FOOORhfVBBKvj01vda2AvgyxZ2K-VSdrZejCc7zlQYMsp8hzLiWa7gRHVRDYM VrwfydVMG 10-0-11 11-12-11 13-8-12 156-12 17-8-4 1 1-11-7 1-10-0 1-10-0 1-10-0 2-1-8 Scale = 1:30.4 5x8 = 2x4 II 5x12 = 2x4 II 46 = 5x6 = 5x8 = 5 6 28 7 8 g 10 11 21 8x10 = 2x4 11 Bx14 MT20HS = 2x4 11 7x10 = 2x4 I[ 5x12 = 5x6 = 4x6 = 3x4 11 ST1.5x8 STP = THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 2-2-15 4-2-6 6-1-13 8-1-4 10-0-11 11-10-11 13-8-12 15-6-12 17-8-4 2-2-15 1-11-7 1-11-7 1-11-7 1-11-7 1-10-0 1-10-0 1-10-0 2-1-8 Plate Offsets (X,Y)— [16:0-5-0,0-4-41, [18:0-7-0,0 1-81 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.61 Vert(LL) -0.16 16-17 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.00 BC 0.94 Vert(CT) -0.29 16-17 >704 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.05 12 n/a n/a BCDL 5.0 Code FBC2017(rP12014 Matrix-SH Wind(LL) 0.13 16-17 >999 240 Weight: 385 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-8 oc pudins, BOT CHORD 2x6 SP No.2 *Except* except end verticals. 12-18: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 *Except* 2-2-0 oc bracing: 18-19. 1-21,11-12: 2x8 SP 240OF 2.0E 1-20,5-16,7-16,7-14,10-14,11-13: 2x4 SP No.2, 6-16: 2x6 SP No.2 REACTIONS. (size) 21=0-7-4, 12=Mechanical Max Horz 21=68(LC 22) Max Uplift 21=853(LC 4), 12=-1063(LC 5) Max Grav 21=6094(LC 1), 12=5027(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-21=-5732/811, 1-2=6467/895, 2-3=-6467/895, 3-4=-16296/2652, 4-5=16296/2652, 5-6=-20854/4119, 6-7=20854/4119, 7-8=-11028/2273, 8-1 0=1 1028/2273. 10-11 =-5623/1186, 11-12=-4722/1002 BOT CHORD 20-21 =-1 25/586, 19-20=1799/11999, 18-19=-1799/11999, 17-18=-3588/19832, 16-17=-3588/19832, 15-16=-3404/16683, 14-15=3404/16683, 13-14=1189/5623, 12-13=-138/580 6t t q 11111 f f!! WEBS 1-20=-1028/7508, 2-20=-678/51, 3-20=7047/1127, 3-18=1131/5475, 4-18=758/68, 5-18=-4505/1168, 5-17=93/404, 5-16=1106/1302, 6-16=1502/614, 7-16=966/5448, !l I® 7-15=-131/639, 7-14=-7387/1463, 10-14=-143017059, 10-13=4314/916, qa 4��++•+....+•�� E N,9 11-13=-1377/6603 �ey�Q .+ ti� '+"• Y �o ; ° No 58126 NOTES- 1) 4 * m m a n/a 2) 3-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 cc, 2x6 - 2 rows staggered at 0-9-0 cc. [[ Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-4-0 oc. }� ++ S T a 44/ Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-4-0 oc. 3) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. ✓.....®® 0,nd {l�sdl� 4) C GCpi=O 18; MWFRS (envelope) gable end zone; cantilever eft and right exposed ; evertical left and right exposed; Lumber DPL 1.60 plate grip DOL 1.60 5) Provide adequate drainage to prevent water ponding. Philip J. O'Regan PE N0.58126 6) All plates are MT20 plates unless otherwise indicated. MiTak USA, Inc. FL Gert 6634 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6904 Parke East Blvd, Tampa FL 33610 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 fate: will fit between the bottom chord and any other members. September 15,2020 9) Refer to girder(s) for truss to truss connections. Continued on page 2 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5l19l2020 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 o f 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 �''�y' 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 T21299796 CORNETT FGR5 FLAT GIRDER 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 04:10:05 2020 Page 2 I D:F000 RhfV BSKvj01 vda2AvgyxZ2K-VSdrZejCc7zl QYMsp8hzLi Wa7gRHv?DYM_VrwfydVMG NOTES- 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 853 Ib uplift at joint 21 and 1063 Ib uplift at joint 12. 11) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 256 lb down and 86 lb up at 0-3-10, 669 lb down and 226 lb up at 1-1-12, 415 lb down and 140 lb up at 3-1-12, 462 lb down and 156 lb up at 5-1-12, 528 lb down and 178 lb up at 7-0-0, and 528 lb down and 178 lb up at 8-0-0, and 1545 lb down and 522 lb up at 9-10-8 on top chord, and 4220 lb down and 1037 lb up at 10-2-3 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-26=208, 11-26=-88, 12-21=8 Concentrated Loads (lb) Vert: 1=235 5=-485 6=-1420 16=4220(B) 22=615 23=-381 24=-425 25=-485 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-26=-192. 11-26=-72, 12-21=-8 Concentrated Loads (lb) Vert: 1=-196 5=-404 6=-1183 16=-3651(B) 22=513 23=318 24=-354 25=-404 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-26=144, 11-26=-24, 12-21=-24 Concentrated Loads (lb) Vert: 1=118 5=243 6=-710 16=-2552(B) 22=-308 23=-191 24=-213 25=-243 Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-26=80, 11-26=40, 12-21=5 Horz: 1-21=19, 11-12=25 Concentrated Loads (lb) Vert: 1=86 5=178 6=522 16=1035(B) 22=226 23=140 24=156 25=178 Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-26=80, 11-26=40, 12-21=-5 Horz: 1-21=-25, 11-12=19 Concentrated Loads (lb) Vert: 1=86 5=178 6=522 16=1035(B) 22=226 23=140 24=156 25=178 Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-26=-111, 11-26=9, 12-21=8 Horz: 1-21=33, 11-12=11 Concentrated Loads (lb) Vert: 1=158 5=326 6=-955 16=1037(B) 22=414 23=-256 24=-286 25=326 Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-26=111, 11-26=9, 12-21=8 Horz: 1-21=-11, 11-12=-33 Concentrated Loads (lb) Vert: 1=95 5=196 6=-573 16=1037(B) 22=248 23=-154 24=-172 25=-196 Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-26=80, 11-26=40, 12-21=-5 Horz: 1-21 =1 6, 11-12=23 Concentrated Loads (lb) Vert: 1=86 5=178 6=522 16=1035(B) 22=226 23=140 24=156 25=178 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-26=80, 11-26=40, 12-21=5 Horz: 1-21=-23, 11-12=16 Concentrated Loads (Ib) Vert: 1=86 5=178 6=522 16=1035(B) 22=226 23=140 24=156 25=178 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-26=94, 11-26=26, 12-21=5 Horz: 1-21=8, 11-12=18 Concentrated Loads (lb) Vert: 1=52 5=106 6=312 16=1035(B) 22=135 23=84 24=93 25=106 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-26=-94, 11-26=26, 12-21=5 Horz: 1-21=-18, 11-12=8 Concentrated Loads (lb) Vert: 1=52 5=106 6=312 16=1035(B) 22=135 23=84 24=93 25=106 12) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-26=111. 11-26=9, 12-21=-8 Horz: 1-21=30, 11-12=9 nued on page 3 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 i building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing '°' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-99 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 City Ply T21299796 CORNETT FGR5 FLAT GIRDER 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 824U S Mar 9 ZUZU MI I eK Inclustnes, Inc. I ue Jep in U4:l U:UO zuzu rage 3 I D:F000 RhfVB8Kvj01 vda2AvgyxZ2K-VSdrZejCc7zl QYMsp8hzLi Wa7gRHv?DYM_VrwfydVMG LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 1=-151 5=-311 6=-911 16=1037(B) 22=-395 23=-244 24= 273 25=-311 13) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-26=111, 11-26=9, 12-21=8 Horz: 1-21=-9, 11-12=-30 Concentrated Loads (lb) Vert: 1=95 5=-196 6=573 16=1037(B) 22=248 23=-154 24=172 25=196 14) Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit. meta1=0.90 Uniform Loads (plf) Vert: 1-26=-144, 11-26=-24, 12-21=8 Concentrated Loads (lb) Vert: 1=-78 5=162 6=473 16=-1942(B) 22=-205 23=127 24=-142 25=-162 15) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-26=-167, 11-26=-47, 12-21=-8 Horz: 1-21=24, 11-12=8 Concentrated Loads (lb) Vert: 1=256 5=528 6=-1545 16=510(B) 22=-669 23=415 24=462 25=528 16) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-26=-167, 11-26=47, 12-21=8 Horz: 1-21=-8, 11-12=-24 Concentrated Loads (lb) Vert: 1=-208 5=430 6=-1258 16=510(B) 22=-545 23=-338 24=377 25=430 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-26=167, 11-26=-47, 12-21=-8 Horz: 1-21=22, 11-12=7 Concentrated Loads (lb) Vert: 1=-250 5=-516 6=-1512 16=51 O(B) 22=-655 23=406 24=452 25=516 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-26=167, 11-26=47, 12-21=-8 Horz: 1-21=-7, 11-12=-22 Concentrated Loads (lb) Vert: I=208 5=430 6=-1258 16=510(B) 22=-545 23=-338 24=377 26=430 19) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-26=80, 11-26=40, 12-21=-5 Horz: 1-21=19, 11-12=25 Concentrated Loads (lb) Vert: 1=86 5=178 6=522 16=2401(13) 22=226 23=140 24=156 25=178 20) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-26=80, 11-26=40, 12-21=5 Horz: 1-21=-25, 11-12=19 Concentrated Loads (Ib) Vert: 1=86 5=178 6=522 16=2401(B) 22=226 23=140 24=156 25=178 21) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-26=111, 11-26=9, 12-21=8 Horz: 1-21=33, 11-12=11 Concentrated Loads (lb) Vert: 1=158 5=-326 6=-955 16=-2399(B) 22=414 23=-256 24=-286 25=-326 22) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-26=111, 11-26=9, 12-21=8 Horz: 1-21=-11. 11-12=33 Concentrated Loads (lb) Vert: 1=95 5=196 6=573 16=-2399(B) 22=-248 23=154 24=172 25=-196 23) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-26=80, 11-26=40, 12-21=-5 Horz: 1-21=16. 11-12=23 Concentrated Loads (lb) Vert: 1=86 5=178 6=522 16=2401(13) 22=226 23=140 24=156 25=178 24) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-26=80, 11-26=40, 12-21=-5 Horz: 1-21=23, 11-12=-16 Poncentrated Loads (lb) Vert: 1=86 5=178 6=522 16=-2401(B) 22=226 23=140 24=156 25=178 25) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 inued on page 4 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with.MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 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/TPN Quality Criteria, DSB-89 and BCSI Building Component' Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 i, iT��8a' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T21299796 CORNETT FGR5 FLAT GIRDER 1 q J Job Reference (optional) tSuiders rlrstSource (Hlant city, FL), Nlant city, t-L - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 04:10:05 2020 Page 4 I D: FOOORhNBBKvj01 vda2AvgyxZ2K-VSdrZejCc7zl QYMspBhzLi Wa7gRHv?DYM_VrwfydVMG LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-26=94, 11-26=26, 12-21=5 Horz: 1-21=8, 11-12=18 Concentrated Loads (lb) Vert: 1=52 5=106 6=312 16=2401(13) 22=135 23=84 24=93 25=106 26) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-26=94, 11-26=26, 12-21=5 Horz: 1-21=-18, 11-12=8 Concentrated Loads (Ib) Vert: 1=52 5=106 6=312 16=-2401(B) 22=135 23=84 24=93 25=106 27) Reversal: Dead + 0.6 MWFRS Wind (Neg. Intemal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-26=111, 11-26=9, 12-21=-8 Horz: 1-21=30, 11-12=9 Concentrated Loads (lb) Vert: 1 =1 51 5=-311 6=-911 16=-2399(B) 22=-395 23=-244 24=-273 25=-311 28) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-26=-111, 11-26=9, 12-21=-8 Horz: 1-21=-9, 11-12=-30 Concentrated Loads (lb) Vert: 1=95 5=196 6=-573 16=-2399(B) 22=-248 23=-154 24=-172 25=-196 29) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-26=167. 11-26=-47. 12-21=-B Horz: 1-21=24, 11-12=8 Concentrated Loads (lb) Vert: 1=-256 5=-528 6=-1545 16=-3489(B) 22=-669 23=415 24=-462 25=-528 30) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-26=167, 11-26=-47, 12-21=8 Horz: 1-21=-8, 11-12=-24 Concentrated Loads (lb) Vert: 1=208 5=-430 6=-1258 16=-3489(B) 22=-545 23=338 24=-377 25=-430 31) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-26=167, 11-26=-47, 12-21=-8 Horz: 1-21=22, 11-12=7 Concentrated Loads (lb) Vert: 1=-250 5=516 6=-1512 16=-3489(B) 22=-655 23=-406 24=-452 25=-516 32) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-26=167. 11-26=-47. 12-21=-8 Horz: 1-21=-7, 11-12=-22 Concentrated Loads (lb) Vert: 1=208 5=-430 6=-1258 16=-3489(B) 22=545 23=338 24=-377 25=-430 ,& 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 y 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 �' is always required for stability and to prevent collapse with passible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety lnfofmation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21299797 CORNETT FGR6 FLAT GIRDER 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 04:10:06 2020 Page 1 ID:FOOORhfVB8Kvj01vda2AvgyxZ2K-zfBDnzkrNR591 ix2NsCCtv3nXDuLeULiaeFPS5ydVMF t 2-11-14 5-10-0 8-8-2 11-8-0 2-11-14 2-10-2 2-10-2 2-11-14 2x4 11 1 4x12 = 11 12 5x8 = 2x4 11 13 4 14 4x12 = 15 5 Scale=1:20.3 5x6 I I ST1.5xB STP = ST1.5x8 STP = 5x6 11 2-11-14 5-10-0 8-8-2 11-8-0 2-11-14 2-10-2 2-10-2 2-11-14 Plate Offsets (X Y)— [7:0-3-4 0-2-4j [9:0-5-4,0-2-41 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.51 Vert(LL) -0.07 8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.00 BC 0.50 Vert(CT) -0.14 8 >993 240 BCLL 0.0 Rep Stress Incr NO WB 0.75 Horz(CT) 0.02 6 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Wind(LL) 0.04 8 >999 240 Weight: 241 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, BOT CHORD 2x6 SP M 26 except end verticals. WEBS 2x4 SP No.3'Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. 1-10,5-6: 2x6 SP No.2, 1-9,5-7: 2x4 SP No.1 REACTIONS. (size) 10=0-8-0, 6=0-8-0 Max Horz 10=68(LC 7) Max Uplift 10=-1407(LC 4), 6=-1221(LC 5) Max Grav 10=8714(LC 2), 6=8745(LC 2) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-7633/1311, 1-2=-11260/1591, 2-3=-11260/1591, 3-4=-10930/144 5, 4-5=10930/1445, 5-6=7227/1135 BOT CHORD 9-10=-223/971, 8-9=-2034/14957, 7-8=-2034/14957, 6-7=-127/840 WEBS 1-9=1617/11785, 2-9=2770/574, 3-9=-4206/493, 3-8=-134/2377, 3-7=-4580/655, 4-7=2343/430, 5-7=-1525/11558 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: �ta>j,1111111111P Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. i®�a (�� 1Ai® Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 cc.J. w I Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. �.° 1EN ` ' • Y 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ar m V t: •••° +*° ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. • �� r 3) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl., 0 # GCpi=0.18; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. %c 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. o w • 441 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. � �,r' ®` `� ,•° `��o®` 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1407 lb uplift atjoint 10 and 1221 lb uplift at joint 6. 8) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23.24, 25, 26, 27, 28, 29, 30, 31, 32 has/have jf111111 t 981� �� been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. Philip J. O'Regan PE No.58126 MiTek USA, Inc. FL Cent 6634 6804 Parke East Blvd. Tampa FL 33610 Date: September 15,2020 lontinued on page 2 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. �® Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not eY a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ■•Y building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ;T' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPl1 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 T21299797 CORNETT FGR6 FLAT GIRDER 1 Job Reference (optional) tiullaers Flrs[Source (Plant city, FL), Plant Uity, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 04:10:06 2020 Page 2 I D:F000 RhfVB8Kvj01 vda2AvgyxZ2K-zfBDnzkrNR591 ix2NsCCtv3nXDu LeU LiaeFPS5ydV MF NOTES- 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2491 lb down and 842 lb up at 1-1-4, 1386 lb down and 469 lb up at 3-1-8, 1386 lb down and 469 lb up at 5-1-4, 1386 lb down and 469 lb up at 7-1-4, and 1386 lb down and 469 lb up at 9-1-4, and 1386 lb down and 469 lb up at 11-1-4 on top chord, and 1279 lb down at 1-4-8, 125 lb down and 80 lb up at 1-11-4, 1279 lb down at 2-11-11, 125 lb down and 80 lb up at 3-11-4, 1279 lb down at 4-6-14, 125 lb down and 80 lb up at 5-11-4, 1279 lb down at 6-2-1, 1279 lb down at 7-9-4, 125 lb down and 80 lb up at 7-11-4, 1279 lb down at 9-4-7, and 125 lb down and 80 lb up at 9-11-4, and 1280 lb down at 10-11-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-5=-208, 6-10=-8 Concentrated Loads (lb) Vert: 9=-422(B) 2=-1274 8=-125(F) 1 1=-2290 12=-1274 13=-1274 14=-1274 15=-1274 16=-422(B) 17=-125(F) 18=-125(F) 19=-422(B) 20=-422(B) 21=-547(F=-125, 13=422) 22=-422(B) 23=-125(F) 24=-423(B) 2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-5=-192, 6-10=-8 Concentrated Loads (lb) Vert: 9=-1065(B) 2=-1062 8=-109(F) 1 1=-1 908 12=-1062 13=1062 14=-1062 15=-1062 16=-1 065(B) 17=-1 09(F) 18=-109(F) 19=-1 065(B) 20=-1065(B) 21=-1174(F=-109, B=-1 065) 22=-1 065(B) 23=-1 09(F) 24=-1 066(B) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-144, 6-10=-24 Concentrated Loads (lb) Vert:2=-637 8=-90(F)11=-1145 12=-637 13=-637 14=-637 15=-637 17=-90(F) 18=-90(F) 21 =-90(F) 23=-90(F) 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-80, 6-10=-5 Horz: 1-10=19, 5-6=25 Concentrated Loads (lb) Vert: 2=469 8=77(F) 11=842 12=469 13=469 14=469 15=469 17=77(F) 18=77(F) 21=77(F) 23=77(F) 5) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-80, 6-10=-5 Horz: 1-10=-25, 5-6=-19 Concentrated Loads (lb) Vert: 2=469 8=77(F) 11=842 12=469 13=469 14=469 15=469 17=77(F) 18=77(F) 21=77(F) 23=77(F) 3) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-111, 6-10=-8 Horz: 1-10=33, 5-6=11 Concentrated Loads (lb) Vert: 2=-857 8=80(F) 11=-1541 12=-857 13=-857 14=-857 15=-857 17=80(F) 18=80(F) 21=80(F) 23=80(F) 7) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-111, 6-10=-8 Horz: 1-10=-11, 5-6=-33 Concentrated Loads (lb) Vert: 2=-514 8=80(F) 11=-924 12=-514 13=-514 14=-514 15=-514 17=80(F) 18=80(F) 21=80(F) 23=80(F) 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-80, 6-10=-5 Horz: 1-10=16, 5-6=23 Concentrated Loads (lb) Vert: 2=469 8=77(F) 11=842 12=469 13=469 14=469 15=469 17=77(F) 18=77(F) 21=77(F) 23=77(F) 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-80, 6-10=-5 Horz: 1-10=-23, 5-6=-16 Concentrated Loads (lb) Vert 2=469 8=77(F) 11=842 12=469 13=469 14=469 15=469 17=77(F) 18=77(F) 21=77(F) 23=77(F) 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-94, 6-10=-5 Horz: 1-10=8, 5-6=18 Concentrated Loads (lb) Vert: 2=280 8=77(F) 11=503 12=280 13=280 14=280 15=280 17=77(F) 18=77(F) 21=77(F) 23=77(F) 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-94, 6-10=-5 Horz: 1-10=-18, 5-6=-8 - Concentrated Loads (lb) Vert: 2=280 8=77(F) 11=503 12=280 13=280 14=280 15=280 17=77(F) 18=77(F) 21=77(F) 23=77(F) 12) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-111, 6-10=-8 Horz: 1-10=30, 5-6=9 ntinued on page 3 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 ' ' 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 ANSI1TP11 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 T21299797 CORNETT FGR6 FLAT GIRDER 1 Jab Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, LOAD CASE(S) Standard 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 04:1 U:U7 2U2U Page 3 I D:F000 RhfV B8Kvj01 vda2AvgyxZ2K-Rrlb_JkT8kD?fs WFxZkRQ7cyGdEZNxbrpl_y_XydVME Concentrated Loads (lb) Vert: 2=-817 8=80(F) 11=-1469 12=-817 13=-817 14=-817 15=-817 17=80(F) 18=80(F) 21=80(F) 23=80(F) 13).Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-111, 6-10=-8 Horz: 1-10=-9, 5-6=-30 Concentrated Loads (lb) Vert: 2=-514 8=80(F) 11=-924 12=-514 13=-514 14=-514 15=-514 17=80(F) 18=80(F) 21=80(F) 23=80(F) 14) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-5=-144, 6-10=-8 Concentrated Loads (lb) Vert: 9=-1279(B) 2=-425 8=-64(F) 11 =-763 12=-425 13=-425 14=-425 15=-425 16=-1279(B)17=64(F)18=-64(F)19=-1279(8)20=-1279(8)21=-1343(F=-64, B=-1279) 22=-1279(B) 23=-64(F) 24=-1280(B) 15) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-167. 6-10=-8 Horz: 1-10=24, 5-6=8 Concentrated Loads (lb) Vert:2=-1386 8=55(F)11=-2491 12=-1386 13=-1386 14=-1386 15=-1386 17=55(F) 18=55(F) 21=55(F) 23=55(F) 16) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-167, 6-10=-8 Horz: 1-10=-8, 5-6=-24 Concentrated Loads (lb) Vert: 2=-1129 8=55(F) 11=-2029 12=-1129 13=-1129 14=-1129 15=-1129 17=55(F) 18=55(F) 21=55(F) 23=55(F) 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-167, 6-10=-8 Horz: 1-10=22, 5-6=7 Concentrated Loads (lb) Vert: 2=-1356 8=55(F) 11=-2438 12=-1356 13=-1356 14=-1356 15=-1356 17=55(F) 18=55(F) 21=55(F) 23=55(F) 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-167. 6-10=-8 Horz: 1-10=-7, 5-6=-22 Concentrated Loads (lb) Vert: 2=-1129 8=55(F) 1 1=-2029 12=-1129 13=-1129 14=-1129 15=-1129 17=55(F) 1 8=55(F) 21=55(F) 23=55(F) 19) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-80, 6-10=-5 Horz: 1-10=19, 5-6=25 Concentrated Loads (lb) Vert: 2=469 8=-51(F) 11=842 12=469 13=469 14=469 15=469 17=-51(F) 18=-51(F) 21=-51(F) 23=-51(F) 20) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-80, 6-10=-5 Horz: 1-10=-25, 5-6=-19 Concentrated Loads (lb) Vert: 2=469 8=-51(F) 11=842 12=469 13=469 14=469 15=469 17=-51(F) 18=-51(F) 21=51(F) 23=-51(F) 21) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-111, 6-10=-8 Horz: 1-10=33, 5-6=11 Concentrated Loads (lb) Vert: 2=-857 8=-48(F) 11=-1541 12=-857 13=-857 14=-857 15=-857 17=-48(F) 18=-48(F) 21=48(F) 23=-48(F) 22) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-111, 6-10=8 Horz: 1-10=-11, 5-6=-33 Concentrated Loads (lb) Vert: 2=-514 8=48(F) 11=-924 12=-514 13=-514 14=-514 15=-514 17=-48(F) 18=48(F) 21=-48(F) 23=-48(F) 23) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-80, 6-10=-5 Horz: 1-10=16, 5-6=23 Concentrated Loads (lb) Vert: 2=469 8=-51(F) 11=842 12=469 13=469 14=469 15=469 17=-51 (F) 18=-51(F) 21=51(F) 23=-51(F) 24) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-80, 6-10=-5 Horz: 1-10=-23, 5-6=-16 Concentrated Loads (lb) Vert: 2=469 8=-51(F) 11=842 12=469 13=469 14=469 15=469 17=-51(F) 18=-51(F) 21=51(F) 23=-51(F) 25) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 inued on page 4 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 x 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 �' 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 210601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21299797 CORNETT FGR6 FLAT GIRDER 1 q J Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 04:10:07 2020 Page 4 I D:F000 RhfVB8Kvj01 vda2AvgyxZ2K-Rrlb_JkT8kD?fs WFxZkRQ7cyGdEZNxbrp I_r_Xyd VM E LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-5=-94, 6-10=-5 Horz: 1-10=8, 5-6=18 Concentrated Loads (lb) Vert: 2=280 8=-51(F) 11=503 12=280 13=280 14=280 15=280 17=-51(F) 18=-51(F) 21=51(F) 23=-51(F) 26) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-94, 6-10=-5 Horz: 1-10=-18, 5-6=-8 Concentrated Loads (lb) Vert: 2=280 8=-51(F) 11=503 12=280 13=280 14=280 15=280 17=-51(F) 18=-51(F) 21=-51(F) 23=-51(F) 27) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-111, 6-10=-8 Horz: 1-10=30, 5-6=9 Concentrated Loads (lb) Vert: 2=-817 8=-48(F) 11=-1469 12=-817 13=-817 14=-817 15=-817 17=-48(F) 18=48(F) 21=-48(F) 23=-48(F) 28) Reversal: Dead + 0.6 MWFRS Wind (Neg. Intemal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniforrn Loads (plf) Vert: 1-5=-111, 6-10=-8 Horz: 1-10=-9, 5-6=-30 Concentrated Loads (lb) Vert: 2=-514 8=48(F) 11=-924 12=-514 13=-514 14=-514 15=-514 17=-48(F) 18=-48(F) 21=-48(F) 23=-48(F) 29) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-167, 6-10=-8 Horz: 1-10=24, 5-6=8 Concentrated Loads (lb) Vert: 2=-1386 8=-86(F) 11=-2491 12=-1386 13=-1386 14=-1386 15=-1386 17=-86(F) 18=-86(F) 21=-86(F) 23=-86(F) 30) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-167, 6-10=-8 Horz: 1-10=-8, 5-6=-24 Concentrated Loads (lb) Vert: 2=-1129 8=-86(F) 11=-2029 12=-1129 13=-1129 14=-1129 15=-1129 17=-86(F) 18=-86(F) 21=-86(F) 23=-86(F) 31) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-167, 6-10=-8 Horz: 1-10=22, 5-6=7 Concentrated Loads (lb) Vert: 2=-1356 8=-86(F) 11=-2438 12=-1356 13=-1356 14=-1356 15=-1356 17=-86(F) 18=-86(F) 21=-86(F) 23=-86(F) 32) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-167, 6-10=-8 Horz: 1-10=-7, 5-6=-22 Concentrated Loads (lb) Vert: 2=-1129 8=-86(F) 11=-2029 12=-1129 13=-1129 14=-1129 15=-1129 17=-86(F) 18=-86(F) 21=-86(F) 23=-86(F) ......... -.......... -- _ _......_._.... ---. _.... ..._-.. ............ ......._._-_ ------ _ -- _____ 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 ff' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Mek fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS/1rPl1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety lrrionnation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21299798 CORNETT FGR7 FLAT GIRDER 1 Job Reference (optional) Builders Firstsource (Plant city, FL), Plant city, FL - 33561, B.Z4U s Mar 9 2U2U MI I eK industries, Inc. I ue Sep 1 b U4:1 U:U9 ZUZU Page 1 I D:F000 RhfV BBKvj01 vda2AvgyxZ2K-O EtLP?mjgMTjuAgd2_mvVYh DjRq Erp08GcT33QydVMC 22-1-14 3-8-9 5-9-10 8-6-10 11-3-11 14-0-12 16-9-8 17$12 19-6-4 29A-1$ 23-6-12 24-e-8 1 26-8-12 27-3-2 29-10-12 1 32-1-6 1 35-11-8 3-0-9 2-9-1 2-9-0 2-9-1 2-9-1 2-8-12 0- 2-3-8 -10-8 1-9-2 td-14 -1-12 2-0-4 0-6-8 2-7-10 2-10-10 3-2-2 Scale = 1:64.9 5x8 = 44 = 5x6 = 5x8 = 5x12 = 5x8 = 5x12 = 5xl2 = 5x8 = 5x6 = 1. 33 2 343 35 4 36 5 37 6 38 7 8 939 40 10 41 11 42 12 43 13 4414 15 45 16 31 3e7 29 48 49 28 50 51 27 52. 526 x12 =53 54 25 55 24 23 56 22 57 58 21 59 20 60 19 61 62 18 63 64 3x4 11 46 17 ST1.5x8 STP = 5x8 =5x8 = 5x12 5x8 = 5x8 = 5xl2 = 4x6 = ST1.5x8 STP = 5x12 = 3x4 II THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 22-1-14 3-0-9 5-9-10 8-6-10 11-3-11 ib-0-12 16-9-8 17�2-12 19-64 244-12 23-0-12 24-8-8 26-8-12 27-3- 29-10-12 32-9-6 35-11-8 3-0.9 2-9-1 2-9-1 2-9-1 2-9-1 2-8-12 0-5-4 2-3-8 -10-8 1-9-2 1d-14i-1-12 2-Oct 8-6- 2-7-10 2-18-10 3-2-2 Plate Offsets (X,Y)-- [19:0-3-8,0-2-4], [23:0-2-8,0-2-8], [24:0-2-8,0-2-8], [26:0-4-0,0-2-8], [31:0-3-0,0-2-12] LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.83 Vert(LL) -0.05 28-29 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.00 BC 0.87 Vert(CT) -0.11 28-29 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.88 Horz(CT) 0.02 17 n/a n/a BCDL 5.0 Code FBC2017(rP12014 Matrix-SH Wind(LL) 0.05 28-29 >999 240 Weight: 738 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 1-32,16-17,6-26,13-19,9-24: 2x6 SP No.2 6-0-0 oc bracing: 25-26,24-25. REACTIONS. All bearings 0-3-8 except Qt=length) 26=0-4-0 (input: 0-3-8), 19=0-4-15 (input: 0-3-8), 32=0-5-8, 17=0-8-0, 24=0-4-2 (input: 0-4-0). (lb) - Max Horz 32=-68(LC 4) Max Uplift All uplift 100 lb or less atjoint(s) except 32=-645(LC 10), 17=-359(LC 5). 26=-1156(LC 5), 19=-1521(LC 10), 24=-1484(LC 4) Max Grav All reactions 250 lb or less atjoint(s) except 32=3656(LC 2), 17=2672(LC 2). 26=10237(LC 2), 19=12609(LC 2), 24=10526(LC 2) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-32=-3350/650, 1-2=-5015/384, 2-3=-5015/384, 3-4=-6626/1161, 4-5=-6626/1161, 5-6=820/5625, 6-8=-820/5625, 8-9=-552/4504, 9-10=-552/4504, 10-11=-6058/702, 11-12=-6058/702, 12-13=-477/3861, 13-15=-477/3861, 15-16=-1330/151, 16-17=-1656/335 BOT CHORD 31-32=-71/382, 29-31 =1 14517535, 28-29=-1145/7535, 27-28=-272/1781, 26-27=-272/1781, 25-26=-3603/567, 24-25=-3603/567, 22-24=-369/3000, 21-22=-369/3000,20-21=-383/3131,19-20=-383/3131,18-19=-157/1330,17-18=-73/433 WEBS 1-31=-413/5282, 2-31=701/0, 3-31=-2888/860, 3-29=0l724, 3-28=-1042/0, 4-28=-1729/554, 5-28=1040/5552, 5-27=-188/652, 5-26=-8487/1217, 6-26=-2188/346, 13-19=-2865/611, 15-19=-5886/682, 15-18=-448/1847, 16-18=-96/1019, 9-24=-2940/900, 8-25=-344/1309, 8-26=2322/286, 8-24=-1224/122, 11-21=-1849/391, 10-22=-176/1587, 10-24=-8694/1030, 10-21=392/3572, 12-20=-236/1460, 12-19=-8100/966, 12-21=-374/3420 NOTES- 1) 3-ply truss to be connected togetherwith 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Continued on page 2 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 MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing 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 ANSI1fP11 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 twist➢ttdt 4� J. 0'P� No 58126 cc 40 r Philip J. O'Regan PE No.58126 MITek USA, Inc. FL Cart 6634 6SO4 Parke East Blvd. Tampa FL 33610 Date: September 15,2020 � iTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T21299798 CORNETT FGR7 FLAT GIRDER 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 04:10:09 2020 Page 2 I D:F000 RhfVB8Kvj01 vda2AvgyxZ2K-0 EtLP?mjg MTjuAgd2_mvVYh DjRq Erp08GcT33QydV MC NOTES- 7) ' This truss has been designed for a live load of 20.Dpsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) WARNING: Required bearing size atjoint(s) 26, 19, 24 greater than input bearing size. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 645 lb uplift atjoint 32, 359 lb uplift atjoint 17, 1156 lb uplift atjoint 26, 1521 It uplift atjoint 19 and 1484 lb uplift atjoint 24. 10) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 417 lb down and 499 lb up at 0-2-12, 302 lb down and 139 lb up at 1-2-9, 212 lb down and 107 lb up at 3-2-9, 252 lb down and 127 lb up at 5-2-9, 1168 lb down and 1038 lb up at 7-0-12, 681 lb down and 382 lb up at 9-0-12, 695 lb down and 385 lb up at 11-0-12, 695 lb down and 385 lb up at 13-0-12, 695 lb down and 385 lb up at 15-0-12, 709 lb down and 379 lb up at 17-0-12, 1571 lb down and 989 lb up at 19-0-12, 1086 lb down and 568 lb up at 21-0-12, 1086 lb down and 563 lb up at 23-0-12, 1084 lb down and 546 lb up at 25-0-12, 1084 lb down and 554 lb up at 27-0-12, 1084 lb down and 554 lb up at 29-0-12, 1084 lb down and 554 lb up at 31-0-12, and 1084 lb down and 554 lb up at 33-0-12, and 1114 lb down and 557 lb up at 35-0-12 on top chord, and 427 lb down at 1-8-15, 427 lb down at 3-4-2, 427 lb down at 4-11-5, 427 lb down at 6-6-8, 427 lb down at 8-1-11, 427 lb down at 9-8-14, 427 lb down at 11-4-1, 1291 lb down at 12-11-4, 1291 lb down at 14-6-7, 1291 lb down at 16-1-10, 1291 lb down at 17-8-13, 1279 lb down at 19-4-0, 1279 lb down at 20-11-3, 1279 lb down at 22-6-6, 1279 lb down at 24-1-9, 1279 lb down at 25-8-12, 1279 lb down at 27-3-15, 1279 lb down at 28-11-2, 1291 lb down at 30-6-5, 1291 lb down at 32-1-8, and 1291 lb down at 33-2-11, and 1291 lb down at 34-9-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-16=-208, 17-32=-8 Concentrated Loads (lb) Vert: 1=-277 2=-171 5=-695 27=-138(F) 15=-1084 8=-709 12=-1084 20=-422(F) 24=-422(F) 33=-302 34=-224 35=-1168 36=-681 37=-695 38=-695 39=-1571 40=-1086 41=-1086 42=-1084 43=-1084 44=-1084 45=-1114 46=-138(F) 47=-138(F) 48=-138(F) 49=-138(F) 50=-138(F) 51=-138(F) 52=-426(F) 53=-426(F) 54=-426(F) 55=-426(F) 56=422(F) 57=422(F) 58=-422(F) 59=-422(F) 60=-422(F) 61=-426(F) 62=-426(F) 63=-426(F) 64=-426(F) 2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-16=-192, 17-32=-8 Concentrated Loads (lb) Vert: 1=-218 2=-159 5=-618 27=-355(F) 15=-960 8=-632 12=-960 20=-1065(F) 24=-1065(F) 33=271 34=-206 35=-1027 36=-606 37=-618 38=-618 39=-1382 40=-962 41=-962 42=-960 43=-960 44=-960 45=-985 46=-355(F) 47=-355(F) 48=-355(F) 49=-355(F) 50=-355(F) 51=-355(F) 52=-1075(F) 53=-1075(F) 54=-1075(F) 55=-1075(F) 56=-1065(F) 57=-1065(F) 58=1065(F) 59=-1065(F) 60=-1065(F) 61=-1075(F) 62=1075(F) 63=-1075(F) 64=-1075(F) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-16=-144, 17-32=-24 Concentrated Loads (lb) Vert: 1=-203 2=-212 5=-606 15=-916 8=-632 12=-916 33=-285 34=-252 35=-951 36=-595 37=-606 38=-606 39=-1262 40=-919 41=-919 42=-916 43=-916 44=-916 45=-924 4) Dead + 0.6 MWFRS Wind (Pas. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-16=-80. 17-32=-5 Horz: 1-32=19, 16-17=25 Concentrated Loads (lb) Vert: 1=456 2=46 5=324 15=492 8=318 12=492 33=96 34=66 35=977 36=320 37=324 38=323 39=928 40=507 41=501 42=484 43=492 44=492 45=506 Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-16=-80, 17-32=-5 Horz: 1-32=-25, 16-17=-19 Concentrated Loads (lb) Vert: 1=456 2=46 5=324 15=492 8=318 12=492 33=96 34=66 35=977 36=320 37=324 38=323 39=928 40=507 41=501 42=484 43=492 44=492 45=506 6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-16=-111, 17-32=-8 Horz: 1-32=33, 16-17=11 Concentrated Loads (lb) Vert: 1=499 2=107 5=385 15=554 8=379 12=554 33=139 34=127 35=1038 36=382 37=385 38=385 39=989 40=568 41=563 42=546 43=554 44=554 45=557 Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-16=-111, 17-32=-8 Horz: 1-32=-11, 16-17=-33 Concentrated Loads (lb) Vert: 1=499 2=107 5=385 15=554 8=379 12=554 33=139 34=127 35=1038 36=382 37=385 38=385 39=989 40=568 41=563 42=546 43=554 44=554 45=557 Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1 Uniform Loads (plf) Vert: 1-16=-80, 17-32=-5 Horz: 1-32=16, 16-17=23 Concentrated Loads (lb) Vert: 1=456 2=46 5=324 15=492 8=318 12=492 33=96 34=66 35=977 36=320 37=324 38=323 39=928 40=507 41=501 42=484 43=492 44=492 45=506 Dead+ 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 inued on page 3 Lea 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 Y 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 `°' 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 ANS11rPlf Qualify Criteria, OSB-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 36510 Job Truss Truss Type Qty Ply T21299798 CORNETT FGR7 FLAT GIRDER 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. l ue Sep 15 U4:1U:U9 ZUZU Page 3 I D:F000 RhfVB8Kvj01 vda2Avgyx7-2K-OEtLP?mjg MTjuAgd2_mvVYhDjRgErpO.BGcT33QydV MC LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-16=-80, 17-32=-5 • Horz: 1-32=-23, 16-17=-16 Concentrated Loads (lb) Vert: 1=456 2=46 5=324 15=492 8=318 12=492 33=96 34=66 35=977 36=320 37=324 38=323 39=928 40=507 41=501 42=484 43=492 44=492 45=506 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-16=-94, 17-32=-5 Horz: 1-32=8, 16-17=18 Concentrated Loads (lb) Vert: 1=479 2=74 5=352 15=521 8=346 12=521 33=116 34=94 35=1005 36=349 37=352 38=351 39=956 40=535 41=530 42=513 43=521 44=521 45=529 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-16=-94, 17-32=-5 Horz: 1-32=18, 16-17=-B Concentrated Loads (lb) Vert: 1=479 2=74 5=352 15=521 8=346 12=521 33=116 34=94 35=1005 36=349 37=352 38=351 39=956 40=535 41=530 42=513 43=521 44=521 45=529 12) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-16=-111, 17-32=-8 Horz: 1-32=30, 16-17=9 Concentrated Loads (lb) Vert: 1=499 2=107 5=385 15=554 8=379 12=554 33=139 34=127 35=1038 36=382 37=385 38=385 39=989 40=568 41=563 42=546 43=554 44=554 45=557 13) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-16=-111, 17-32=-8 Horz: 1-32=-9, 16-17=-30 Concentrated Loads (lb) Vert: 1=499 2=107 5=385 15=554 8=379 12=554 33=139 34=127 35=1038 36=382 37=385 38=385 39=989 40=568 41=563 42=546 43=554 44=554 45=557 14) Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (plf) Vert: 1-16=-144, 17-32=-8 Concentrated Loads (lb) Vert: 1=41 2=-125 5=-388 27=-427(F) 15=-590 8=401 12=-590 20=-1279(F) 24=1279(F) 33=-179 34=-152 35=-606 36=-380 37=-388 38=-388 39=817 40=-591 41=-591 42=-590 43=-590 44=-590 45=-598 46=-427(F) 47=427(F) 48=-427(F) 49=-427(F) 50=-427(F) 51=-427(F) 52=-1291(F) 53=-1291(F) 54=-1291(F) 55=-1291(F) 56=-1279(F) 57=-1279(F) 58=-1279(F) 59=-1279(F) 60=-1279(F) 61=-1291(F) 62=-1291(F) 63=-1291(F) 64=-1291(F) 15) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-16=167, 17-32=-8 Horz: 1-32=24, 16-17=8 Concentrated Loads (lb) Vert: 1=402 2=77 5=262 15=370 8=256 12=370 33=94 34=89 35=568 36=260 37=262 38=261 39=678 40=381 41=377 42=364 43=370 44=370 45=370 16) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert 1-16=-167. 17-32=8 Harz: 1-32=-8, 16-17=-24 Concentrated Loads (lb) Vert: 1=402 2=77 5=262 15=370 8=256 12=370 33=94 34=89 35=568 36=260 37=262 38=261 39=678 40=381 41=377 42=364 43=370 44=370 45=370 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1 st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-16=-167, 17-32=-8 Horz: 1-32=22, 16-17=7 Concentrated Loads (lb) Vert: 1=402 2=77 5=262 15=370 8=256 12=370 33=94 34=89 35=568 36=260 37=262 38=261 39=678 40=381 41=377 42=364 43=370 44=370 45=370 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-16=-167, 17-32=-8 Harz: 1-32=-7, 16-17=-22 Concentrated Loads (lb) Vert 1=402 2=77 5=262 15=370 8=256 12=370 33=94 34=89 35=568 36=260 37=262 38=261 39=678 40=381 41=377 42=364 43=370 44=370 45=370 19) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-16=-80, 17-32=-5 Horz: 1-32=19, 16-17=25 Concentrated Loads (Ib) Vert 1=-405 2=201 5=-446 15=-638 8=-462 12=-638 33=-245 34=-231 35=-745 36=-440 37=-446 38=-447 39=-795 40=-527 41=-576 42=-620 43=-638 44=-638 45=-625 20) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert 1-16=-80, 17-32=5 Horz: 1-32=-25, 16-17=19 inued on page 4 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 1 ■��■ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing �' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PH 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 T21299798 CORNETT FGR7 FLAT GIRDER 1 Jab Reference (optional) tdunaers mrstoource trtant Lary, t-y, I-lant Llry, rL - 3308/, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 04:10:10 2020 Page 4 I D:F000 RhfVB8Kvj01 vda2AvgyxZ2K-sQRkd Ln LRfcaWJ Fpch H821 EOTrATaGG H VGDcbsydVM B LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 1=-405 2=201 5=-446 15=-638 8=-462 12=638 33=245 34=-231 35=-745 36=-440 37=-446 38=-447 39=-795 40=527 41=-576 42=620 43=638 44=638 45=625 21) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-16=-111, 17-32=-8 Harz: 1-32=33, 16-17=11 Concentrated Loads (lb) Vert 1=-361 2=139 5=384 15=-577 8=-400 12=-577 33=-202 34=170 35=-683 36=-379 37=-384 38=-385 39=-733 40=466 41=514 42=558 43=577 44=-577 45=-573 22) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-16=-111, 17-32=-8 Harz: 1-32=-11, 16-17=-33 Concentrated Loads (lb) Vert 1=-361 2=-139 5=-384 15=-577 8=-400 12=-577 33=-202 34=-170 35=-683 36=-379 37=-384 38=-385 39=-733 40=466 41=514 42=558 43=577 44=577 45=-573 23) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-16=-80, 17-32=-5 Harz: 1-32=16, 16-17=23 Concentrated Loads (lb) Vert: 1=-405 2=201 5=446 15=-638 8=-462 12=-638 33=-245 34=-231 35=-745 36=-440 37=446 38=447 39=-795 40=527 41=576 42=-620 43=638 44=638 45=625 24) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-16=-80, 17-32=-5 Horz: 1-32=-23, 16-17=-16 Concentrated Loads (lb) Vert: 1=-405 2=201 5=-446 15=-638 8=-462 12=-638 33=-245 34=-231 35=-745 36=-440 37=-446 38=-447 39=-795 40=527 41=576 42=-620 43=638 44=638 45=-625 25) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-16=-94, 17-32=-5 Harz: 1-32=8. 16-17=18 Concentrated Loads (lb) Vert: 1=-381 2=-201 5=-417 15=-610 8=433 12=-610 33=-231 34=-231 35=-716 36=-412 37=-417 38=-418 39=-766 40=-499 41=547 42=591 43=610 44=-610 45=-601 26) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-16=-94, 17-32=-5 Harz: 1-32=-18, 16-17=-8 Concentrated Loads (lb) Vert: 1=-381 2=-201 5=-417 15=-610 8=-433 12=-610 33=-231 34=-231 35=-716 36=-412 37=-417 38=-418 39=-766 40=499 41=547 42=-591 43=-610 44=610 45=-601 27) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-16=-111, 17-32=-8 Harz: 1-32=30, 16-17=9 Concentrated Loads (lb) Vert: 1=-361 2=139 5=-384 15=-577 8=-400 12=-577 33=-202 34=-170 35=-683 36=-379 37=-384 38=-385 39=-733 40=-466 41=-514 42=-558 43=-577 44=-577 45=-573 28) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert 1-16=111, 17-32=-8 Harz: 1-32=-9, 16-17=-30 Concentrated Loads (lb) Vert: 1=-361 2=-139 5=-384 15=-577 8=-400 12=-577 33=-202 34=-170 35=-683 36=-379 37=-384 38=-385 39=-733 40=-466 41=-514 42=-558 43=-577 44=-577 45=-573 29) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-16=-167. 17-32=-8 Harz: 1-32=24, 16-17=8 Concentrated Loads (lb) Vert: 1=417 2=137 5=-534 15=-834 8=-549 12=-834 33=-249 34=-182 35=-895 36=-524 37=-534 38=-535 39=-1098 40=-751 41=-788 42=-820 43=-834 44=-834 45=-850 30) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert 1-16=-167, 17-32=-8 Harz: 1-32=-8, 16-17=24 Concentrated Loads (lb) Vert: 1=417 2=137 5=-534 15=-834 8=-549 12=-834 33=-249 34=-182 35=-895 36=-524 37=-534 38=-535 39=-1098 40=-751 41=-788 42=-820 43=-834 44=-834 45=-850 nued on page 5 A WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. �® Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not y��N 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 �°' 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 ANSYTP11 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 T21299798 CORNETT FGR7 FLAT GIRDER 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 04:10:10 2020 Page 5 I D:F000 RhfV B8Kvj01 vda2AvgyxZ2K-sQRkdLnLRfcaWJFpchHB21EOTrATaGGHVGDcbsydVMB LOAD CASE(S) Standard 31) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-16=-167, 17-32=-8 Horz: 1-32=22, 16-17=7 Concentrated Loads (lb) Vert: 1=-417 2=-137 5=-534 15=-834 8=-549 12=-834 33=-249 34=-182 35=-895 36=-524 37=-534 38=-535 39=-1098 40=-751 41=-788 42=-820 43=-834 44=-834 45=-850 32) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-16=-167, 17-32=-8 Horz: 1-32=-7, 16-17=-22 Concentrated Loads (lb) Vert: 1=-417 2=137 5=-534 15=-834 8=-549 12=-834 33=249 34=-182 35=-895 36=-524 37=-534 38=-535 39=-1098 40=-751 41=788 42=-820 43=-834 44=-834 45=-850 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not x a truss system. Before use, the building designer must verify the applicability of design parameters andproperly 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 8"r�' 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 ANSIITPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety intonation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21299799 CORNETT FT1 Floor 7 1 Job Reference (optional) nuueers Firslaource (Plan[ Vlry, FL), Ptanr (dry, FL - 33567, 8.240 s Mar a 2020 Mi i ex ineusmes, inc. i ue Sep 15 04: 0: 1 i 2020 rage i I D:F000RhfVB8Kv]01 vda2AvgyxZ2K-Kc?6ghnzCzkR8TgOAPoNazmhLEfbJulRkwyA7lydVMA 25-0 0-11-6 2-M 0-10-10 r� Scale = 1:16.8 1.5x3 II 3x4 = 1.5x3 II 1.5x3 II 3x4 = 1.54 II , 1 2 3 4 5 6 0 0 N 3x4 = 10 9 8 7 3x4 = 3x4 = 3x4 = 3-7-0 4-7� 5-7� 9-2-0 3-7-6 1-0-0 1-0-0 3-1-10 Plate Offsets (X,Y)— [8:0-1-8,Ed9e], [9:0-1-8,Edge] LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.31 Vert(LL) -0.03 9-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.00 BC 0.24 Vert(CT) -0.05 9-10 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(CT) 0.01 7 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight: 52 lb FT = 20%F, 11 %E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BOT CHORD REACTIONS. (size) 10=Mechanical, 7=Mechanical Max Grav 10=434(LC 1), 7=434(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=508/0, 34=508/0, 4-5=-508/0 BOT CHORD 9-10=0/438, 8-9=0/508, 7-8=0/439 WEBS 2-10=-549/0, 5-7=550/0, 5-8=0/258 Structural wood sheathing directly applied or 6-0-0 oc purling, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 19l3'0 0atl®t`®® ® No 58126 r a F W.; Philip J. O'Regan PE No.68126 MiTek USA, inc. FL Cert 6M4 6904 Parke East Blvd, Tampa FL M 0 Date: September 15,2020 A WARNING - Verity 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 chard members only. Additional temporary and permanent bracing '�ip� �' 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 20501 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21299800 CORNETT FT2 Floor 1 1 Job Reference (optional) builcers rlrstbburce (Plant (;lty, FL), Plant Uity, FL- 33bb f, 2-5-0 ?`:§1 2-M 8x10 = 6x8 = 1 2 3 4 5 25 24 23 22 46 = 7x10 = 1.5x3 II 412 = 3-7-6 .4-7-6 .5-7-6 , 125-8 6.24u s Mar 9 2uzu MI I eK Inaustnes, Inc. I ue Jep 1 b U4:1 U:12 2UZU rage 1 I D:F000RhfVB8Kvj01 vda2AvgyxZ2K-opZU11 obzHslldOCk6Jc7AJIferv2AnazaijflydVM9 1-7-10 1 2-M 25-12 3x6 FP = 6 7 8 9 3x6 FP = 5x6 11 10 11 12 21 20 19 18 3x4 = 3x12 MT20HS FP = 1.5x3 SP = 1.54 II 4-5-8, 27 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.72 Vert(LL) -0.41 21 >786 360 TCDL 15.0 Lumber DOL 1.00 BC 0.87 Vert(CT) -0.62 21 >525 240 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.11 16 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP M 31(flat) *Except* TOP CHORD 11-15,7-15: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 31(flat) *Except* BOT CHORD 16-19: 2x4 SP No. 1(flat) WEBS 20 SP No.3(flat) *Except* 2-24: 2x4 SP No.2(flat) REACTIONS. (size) 25=Mechanical, 16=0-7-4 Max Grav 25=1297(LC 1), 16=1297(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2735/0, 3-4=-2735/0, 4-5=-4212/0, 5-6=4212/0, 6-8=-4811/0, 8-9=-4811/0, 9-10=-4532/0, 10-12=-4532/0, 12-13=2954/0, 13-14=-2954/0 BOT CHORD 24-25=0/1615, 23-24=0/2735, 22-23=0/2735, 21-22=0/4582, 20-21=0/4811, 18-20=0/4811. 17-18=0/3879,16-17=0/1663 WEBS 3-24=-1872/0, 8-21=444/0, 2-25=2000/0, 14-16=-2042/0, 14-17=0/1600, 12-17=-1146/0, 12-18=0/809, 10-18=-336/0, 9-18=340/122, 4-22=0/1849, 5-22=-692/0, 6-22=-502/0, 6-21=0/691, 2-24=0/2337 Scale = 1:45.2 6x8 = 13 14 15 0 0 N 17 . 16 5x8 = 4x6 = PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 187 lb FT = 20%F, 11%E Structural wood sheathing directly applied or 6-0-0 cc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 3x6 MT20 unless otherwise indicated. 4) The Fabrication Tolerance atjoint 19 = 11% 5) Refer to girder(s) for truss to truss connections. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 cc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. V. A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPH quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 ,`btig811l/l01tt X.- No 58126 -0. :LY= a Z ©°. of :w441 OR pO N Ay �-e� .%% Philip J. O'Regan PE No.58126 MIT& USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 15,2020 iT, 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T21299801 CORNETT FT3 Floor 7 1 Job Reference (optional) aunuers rirstoource Irian[ uity, I-L); rlant ary, rL - 0a00r, d.L4U s Mar 9 2UZU MI I eK Industries, Inc. I ue Sep 15 U4:1U:13 ZUZU Page 1 I D: F000 RhfVBBKvj01 vda2AvgyxZ2K-G?6sFNpEka_9NnzO HggrgOstn2Bwnf6kBERGCBydVM8 2-5-0 2-3-8 2-0-0 i 2-5-12 1.5x3 II 5x6 = 1.5x3 II 3x6 = 1 2 3 4 3x4 = 1.5x3 II 3x4 = 3x6 FP = 1.5x3 11 5 6 7 8 9 Scale = 1:46.0 3x6 = 1.5x3 II 5x6 = 3x4 II 10 11 12 13 0 d N 22 21 20 19 18 17 16 15 14 4x6 = 5x8 = 3x12 MT20HS FP = 1.5x3 11 3x6 = 5x8 = 4x6 = 3x6 = 1.5x3 125-8 13-5 8 ,14-5-8 27-2-12 125-8 1-0-0 1-0-0 12-9-4 Plate Offsets (X,Y)— [6:0-1-8,Edge], [7:0-1-8,Edge], [14:Edge, 0-1-8], [22:Edge 0-1-81 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.95 Vert(LL) -0.41 17 >789 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.00 BC 0.89 Vert(CT) -0.62 17 >526 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(CT) 0.11 14 n/a n/a BCDL 5.0 Code FBC2017[TP12014 Matrix-SH Weight: 149 lb FT = 20%F, 11 %E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1(flat) `Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. 14-19: 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (size) 14=0-7-4, 22=Mechanical Max Grav 14=1297(LC 1), 22=1297(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2830/0, 3-4=-2830/0, 4-5=-4365/0, 5-6=-4365/0, 6-7=-4663/0, 7-9=4381/0, 9-10=-4381/0, 10-11=-2856/0, 11-12=2856/0 BOT CHORD 21-22=0/1579, 20-21=0/3745, 18-20=0/4663, 17-18=0/4663, 16-17=0/4663, 15-16=0/3764, 14-15=011615 WEBS 2-21=0/1569, 4-21=-1147/0, 4-20=0/777, 5-20=-270/11, 6-20=-721/98, 12-14=-2006/0, 12-15=0/1557, 10-15=-1138/0, 10-16=07774, 9-16=-281/0, 7-16=-703/117, 2-22=-1979/0 NOTES- 1) Unbalanced floor live loads have been considered for this design 2) All plates are MT20 plates unless otherwise indicated. � °ltll l l 1 f f ill, � 3) Refer to girder(s) for truss to truss connections. °°�y J. (�/y® 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 cc and fastened to each truss with 3-1 Od (0.131"X 3") nails. °' a�� .,, 0 Strongbacks to be attached to walls at their outer ends or restrained by other means. a.� Y ` , °' !E N � o®®o No 58126 4 * G• e * � c W ti ON A • 4 ,$°itlrllll®�°® Philip J. O'Regan PE No.58126 Welk USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Data: September 15,2020 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 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 �`� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPH Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SaMtylnfonnadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21299802 CORNETT FT4 Floor 7 1 Job Reference (optional) tiwlaers rirstsource (mant city, rL), mant city, rL- 33bbf, ts.z4u s mar a zuzu mi I eK Inaustnes, inc. I ue Sep I u4r1un4 zuzu rage 1 I D: F000 RhfVBBKvj01 vda2AvgyxZ2K-kBg ESigsVu60?xYbrXM4CbO2HSYCW6GtQuBgkdydVM7 r 2-5-0 2i M 2—M 2� 512 2( 212 22 4x6 = 3x4 = 5x6 = 3x6 = 3x4 = 3x6 FP = 3x6 = 2 3 4 5 6 7 8 9 10 21 5x8 = 20 19 18 17 16 3x12 MT20HS FP = 3x6 = 3x6 = Scale = 1:44.6 46 = 11 12 13 0 0 N 15 14 5x8 = 4x6 = 12-5-8 13-5 8114-5 8 26-11-0 ' 12-5-8 1-0-0 '1-0-0 12-5-8 Plate Offsets (X,Y)— [6:0-1-8,Edge], [7:0-1-8,Edge], [14:Edge 0-1-81, [22:Edge 0-1-81 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.91 Vert(LL) -0.39 17-18 >820 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.00 BC 0.82 Vert(CT) -0.59 17-18 >546 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(CT) 0.11 14 n/a n/a BCDL 5.0 Code FBC2017(rP12014 Matrix-SH Weight: 145 lb FT = 20%F, 11 %E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc pudins, BOT CHORD 2x4 SP No.1(flat) 'Except' except end verticals. 14-19: 2x4 SP M 31(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. (size) 14=Mechanical, 22=Mechanical Max Grav 14=1285(LC 1), 22=1285(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2798/0, 3-4=-2798/0, 4-5=4303/0, 5-6=-4303/0, 6-7=-4577/0, 7-9=-4271/0, 9-10=-4271/0, 10-11=-2716/0, 11-12=2716/0 BOT CHORD 21-22=0/1563, 20-21=0/3697, 18-20=0/4577, 17-18=0/4577, 16-17=0/4577, 15-16=0/3639, 14-15=0/1455 WEBS 2-22=-1959/0, 2-21=0/1549, 4-21 =-1 127/0, 4-20=0l759, 5-20=-272/7, 6-20=-695/114, 12-14=-1880/0, 12-15=0/1581, 10-1 5=-1 157/0, 10-16=0/793, 9-16=-279/0, 7-16=-718/91 NOTES- 1) Unbalanced floor live loads have been considered for this design 2) All plates are MT20 plates unless otherwise indicated. 3) All 1.5x3 MT20 indicated. �gJ%JJ 11111111 J plates are unless otherwise 4) Refer to girder(s) for truss to truss connections. 4d;1 g �}. t°•,,... 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 cc and fastened to each truss with 3-1 Old (0.131" X 3") nails. ,,1 e.��e`Z` ,• `�j E Ns °•. Q,f �� Strongbacks to be attached to walls at their outer ends or restrained by other means. NO 58126 d °• OF ° 441 R �r voo rG,,*, Phillp J. O'Regan PE No.58125 MITek USA, Inc. FL Cert MM 6904 Parke East Blvd, Tampa FL 33610 Data: September 15,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord 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 ANS11TP11 Qualfty 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 T21299803 CORNETT FT5 Floor 3 1 Job Reference (optional) tsuncers rlrstbource trlant city, t-y, Plant L iry, rL - SJtxd/, ti.Z4U s Mar 9 ZUZU MI I eK Inaustnes, Inc. I ue Sep 15 U4:1 U:15 2020 Page 1 I D:F000 RhfVB8Kv101 vda2AvgyxZ2K-CO Ecg2rUGCEtd57n P FtJlpxDissxFYdofYwNG4ydVM6 2� 2r � 2�— 2r —01 2� Scale = 1:46.1 3x4 II 5x8 = 1.5x3 II 3x6 = 1 2 3 4 3x4 = 1.5x3 II 3x4 = 3x6 FP = 1.54 II 5 6 7 8 9 3x6 = 1.5x3 II 5x8 = 3x4 II 10 11 12 13 19 4 22 21 20 19 18 17 16 15 14 46 = 5x8 = 3x12 MT20HS FP = 1.5x3 11 3x6 = 5x8 = 46 = 3x6 =1.5x3 SP = 1.5x3 11 12-9-4 Plate Offsets (X,Y)— [1:Edge,0-1-81, [6:0-1-8,Edgel, [7:0-1-8,Edgel, [14:Edge,0-1-81 1-0-0 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.93 Vert(LL) -0.42 17-18 >774 360 TCDL 15.0 Lumber DOL 1.00 BC 0.92 Vert(CT) -0.64 17-18 >515 240 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(CT) 0.12 14 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD BOT CHORD 2x4 SP No. 1(flat) *Except* BOT CHORD 14-19: 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (size) 22=0-7-4, 14=0-7-4 Max Grav 22=1309(LC 1), 14=1309(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2970/0, 3-4=-2970/0, 4-5=-4475/0, 5-6=4475/0, 6-7=-4749/0, 7-9=-4454/0, 9-10=4454/0, 10-11=-2916/0, 11-12=2916/0 BOT CHORD 21-22=0/1739, 20-21=0/3871, 18-20=0/4749, 17-18=0/4749, 16-17=0/4749, 15-16=0/3832, 14-15=0/1668 WEBS 2-22=-2110/0, 2-21=0/1544, 4-21 =-1 129/0, 4-20=01758, 5-20=-273/8, 6-20=-704/122, 7-16=-720/108, 9-16=-277/3, 10-16=0/780, 10-15=-1148/0, 12-15=0/1565, 12-14=-2055/0 PLATES GRIP MT20 244/190 MT20HS 1871143 Weight: 152 lb FT = 20%F, 11 %E Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 18-20. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) The Fabrication Tolerance at joint 19 = 11 % 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Ak WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 6/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shaven, 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 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 QuaW Criteria, DSB-89 and SCSI Building Companerrt Safetylnfarmadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 ��t�tdidddgd' 4e L F ®� No 58126 :c F w os�°SA-°ORIaP� �f°`sSBdNA� C��%s Phillp J. O'Regan PE No.58126 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd, Tampa FL 33610 Date: September 15,2020 rat iTe ' 5904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type olty Ply T21299804 CORNETT FT6 Floor 1 1 Job Reference (optional) Builders Flrs[Source (Hlant city, FL), Plant city, F-L- 33567, 2-3-8 2-5-00 7-5 i 1-6-8 3x4 II 3x4 = 1.5x3 11 4x6 = 1 2 3 4 5 8.240 s Mar 9 2U20 MI I ek Industries, Inc. Tue Sep 15 04:10:16 2020 Page 1 I D: F000 RhfVBBKvj01 vda2AvgyxZ2K-g ao?tOr61 V MkEEizzyOYHOUOXFFI_15AtBgwpWydVM5 2-3-8 2i� 2-512 . 3x4 = 1.5x3 II 3x6 FP = 1.5x3 II 6 7 8 9 10 Scale = 1:45.6 3x4 = 1.5x3 11 4x6 = 3x4 II 11 12 13 14 4 0 N 24 23 22 21 20 19 18 17 16 15 4x6 = 3x6 FP = 5x8 = 1.5x3 II 1.5x3 II 3x8 = 5-11-8 12-5-8 13-11114-5-8 27-2-12 S-11-8 6-6-0 1-0-0 1-0-0 12-9-4 Plate Offsets (X,Y)— [1:Edge,0-1-81, [7:0-1-8,Edge], [8:0-1-8,Edgej LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.92 Vert(LL) -0.33 17-18 >770 360 TCDL 15.0 Lumber DOL 1.00 BC 0.75 Vert(CT) -0.49 17-18 >521 240 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(CT) 0.04 15 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP M 31(flat) *Except* TOP CHORD 9-14: 2x4 SP No. 1(flat) BOT CHORD 2x4 SP No.2(flat) *Except* BOT CHORD 15-21: 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) PLATES GRIP MT20 244/190 Weight: 158 no FT = 20%F, 11 %E Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 5-11-8 except (jt=length) 15=0-7-4. (Ib) - Max Uplift All uplift 100 lb or less atjoint(s) 24, 23 Max Grav All reactions 250 lb or less atjoint(s) 24 except 23=317(LC 8), 15=968(LC 4), 22=1414(LC 4). 22=1389(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=0/575, 3-4=0/575, 4-5=01741, 5-6=-1321/0, 6-7=-1321/0, 7-8=2276/0, 8-10=-2674/0, 10-11=-2674/0, 11-12=1975/0, 12-13=-1975/0 BOT CHORD 22-23=-725/0, 20-22=-54/444, 19-20=012276, 18-19=0/2276, 17-18=0/2276, 16-17=0/2450, 15-16=0/1 167 WEBS 7-19=0/304, 8-18=262/0, 2-23=-570/0, 5-20=0/1267, 13-1 5=-1 450/0, 13-16=0/1013, 11-16=-596/0, 11-17=0/281, 10-17=-345/0, 8-17=0/559, 7-20=-1210/0, 4-22=-449/0, 4-23=0/404, 5-22=-1332/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x6 MT20 unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 24, 23. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 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 chard members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, enection and bracing of trusses and truss systems, see ANSUTP11 Duality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 NV. eo- J. No 58126 W ~ m OFF +. doe100 Philip J. O'Regan PE NoM126 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 15,2020 e 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T21299805 CORNETT FT7 Floor 6 1 Job Reference (optional) tiunaers mrsl:Jource tF'Ian1 G11y, t-L), Ylani Gliy, t-L - JJOo/, o.L4U s mar a LULU MI I eK InaUSin BS, Inc. I Ue aep 10 U4:-I u:-I ! LULU rage I ID:F000RhfVBBKvj01 vda2AvgyxZ2K-9mMN5ksknpUbsOHAWgvngEOZDfb2jUMJ6rPULyydVM4 25-0 0-P:�2 1-8-4 2-3-8 2-0-0 „ 2-5-12 Y 3x6 = 3x4 = 1.5x3 II 4x6 = 2 3 4 5 3x4 = 1.5x3 II. 3x6 = 3x6 FP = 1.5x3 11 6 7 8 9 10 Scale = 1:46.0 3x4 = 1.5x3 II 4x6 = 3x4 II 11 12 13 14 0 0 N 24 23 22 21 20 19 18 17 16 15 3x4 = 3x6 = 3x8 MT20HS FP = 1.5x3 11 3x6 = 3x8 = 3x6 = 46 = 5x8 = 1.5x3 II 5-7-8 5-7-8 0-1 12-5-8 13-5-8 27-2-12 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.93 Vert(LL) -0.33 17-18 >770 360 TCDL 15.0 Lumber DOL 1.00 BC 0.75 Vert(CT) -0.49 17-18 >521 240 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(CT) 0.04 15 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP No. 1(flat) *Except* TOP CHORD 1-9: 2x4 SP M 31(flat) BOT CHORD 2x4 SP No.1(flat) *Except* BOT CHORD 15-20: 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (size) 24=Mechanical, 15=0-7-4, 22=0-8-0 Max Uplift 24=-128(LC 4) Max Grav 24=205(LC 8), 15=970(LC 4), 22=1579(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=0/603, 3-4=0/603, 4-5=0/788, 5-6=-1340/0, 6-7=1340/0, 7-8=-2290/0, 8-10=-2685/0, 10-11=-2685/0, 11-12=1980/0, 12-13=-1980/0 BOT CHORD 22-23=-767/0, 21-22=-41/445, 19-21=0/2290, 18-19=0/2290, 17-18=0/2290, 16-17=0/2458, 15-16=0/1169 WEBS 7-19=0/302, 8-18=-261/0, 2-24=-172/276, 2-23=-589/0, 5-21=0/1265, 13-15=-1453/0, 13-16=0/1016, 11-16=-599/0, 11-17=0/285, 10-17=-346/0, 8-17=0/560, 7-21=-1206/0, 4-22=-600/0, 5-22=1384/0, 4-23=0/538 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 156 lb FT = 20%F, 11 %E Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Ot=lb) 24=128. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 cc and fastened to each truss with 3-1 Od (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, OSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 11###A#➢Jpfltt `q��a 1p J. C1'1q d No 58126 =�p: �CCX 3 F 4 i � �atiti®a Mil Philip J. O'Regan PE No.58126 Welk USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 15,2020 T 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty, Ply T21299806 CORNETT FT8 Floor 1 1 Job Reference (optional) Butlders rlrst5ource (Plant city, l-L), Hlant Uity, FL - 9Jbbl, 6.z4U s mar u zuzu m1 I eK Inaustnes, inc. I ue oep i o Uq: iu: I a LULU rage I I D:F000RhfVB8Kvj01 vda2AvgyxZ2K-dyw114tMY7cSUYsM4N QONRZp B3?vSOnTLV91 tOyd VM3 r 2-5-0 048-8 2-M , 0A-8 i r Scale = 1:23.5 1.5x3 II 3x4 = 1.5x3 II 1.5x3 // 1.5x3 \\ 1.5x3 II 3x4 = 1.5x3 11 1 2 3 4 5 6 7 8 12 3x4 = 10 3x6 = 5-11-0 6-11-0 7-11-0 13-10-0 5-11-0 1-0-0 1-D-0 5-11-0 Plate Offsets (X Y)— [10:0-1-9,Edge] [11:0-2-15,Edge] 3x4 = LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.59 Vert(LL) -0.08 9-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.00 BC 0.39 Vert(CT) -0.13 9-10 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(CT) 0.02 9 ' n/a n/a BCDL 5.0 Code FBC2017ITP12014 Matrix-SH Weight: 75 lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BOT CHORD REACTIONS. (size) 12=Mechanical, 9=Mechanical Max Gram 12=658(LC 1). 9=658(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1130/0, 3-4=1130/0, 4-5=-1186/0, 5-6=1130/0, 6-7=1130/0 BOT CHORD 11-12=0/735, 10-11=0/1186, 9-10=0/735 WEBS 2-12=-921/0, 2-11=0/496, 4-11=-365/48, 7-9=-921/0, 7-10=0/496, 5-10=-365/48 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 44®`1ttSt197itJJJP® 1.0 No 58126 OF : �441` at'At>ti� Philip J. O'Regan PE No.58126 MFrek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: September 15,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. �© Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not EB• 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 �°�°�i' 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 ANSI17'Pl1 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 Jab Truss Truss Type Qty Ply T21299807 CORNETT FTGE1 FLOOR SUPPORTED GABL 1 1 Jab Reference (optional) ouuuers nrsrouwce trmm uay, ri�l, nanr Ugly, rL - aa001, 1 2 3 o.L4U s Mar a GUGU MI I eK Inausines, Inc. I ue bep la U4:l U:lo LULU rage 1 I D:F000RhfV88Kvj01 vda2AvgyxZ2K-dywll4tMY7cSUYsM4NQONRZxK35pS4ZTLVgl tOydVM3 Scale = 1:16.8 4 5 6 7 8 16 15 14 13 12 11 10 9 9-2-0 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft L/d TCLL 40.0 Plate Grip DOL 1.00 TC 0.07 Vert(LL) n/a n/a 999 TCDL 15.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 9 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-R LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BOT CHORD OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 9-2-0. (lb) = Max Grav All reactions 250 lb or less atjoint(s) 16, 9, 15, 14, 13, 12, 11, 10 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown PLATES GRIP MT20 244/190 Weight: 48 lb FT = 20%F, 11%E Structural wood sheathing directly applied or 6-0-0 cc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) All plates are 1.54 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 cc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 cc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. l�i6ittlltdJ<ty E N S'.,'`%aim No 58126 4 'tJ : CC ..C} '4: ►'ttt�i Philip J. O'Regan PE No.58126 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 15,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with 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 so building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ;' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIM11 Quality Criteria, DSB-09 and SCSI Building Component 6904 Parke East Blvd. Safetyinformation available from Truss Plate Institute, 2870 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jab Truss Truss Type City Ply T21299808 CORNETT FTGE2 Floor Supported Gable 1 1 Jab Reference (optional) eunaers rlrstoource trlani uny. r-L/, rlant t.ay, rL - 60001, 1 3x4 11 2 12 11 3x4 II 3 10 6-7-0 6-7-0 Plate Offsets (X,Y)— [1:Edge,0-1-81, [12:Edge,0-1-81 o.L4u b IVlar V LULU Ivll I UK 111-111.J, IIIU. I U. J.p IU U4. IU. I LULU ray. I I D:F000RhfVB8Kvj01 vda2AvgyxZ2K-59U7 WQu—J Qk15iRYe4xFvf66tTR?BXica9ubPrydVM2 4 9 5 63x4 11 8 7 3x4 11 Scale=1:14.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 7 n/a n/a BCDL 5.0 Code FBC2017/rP12014 Matrix-R Weight: 40 lb FT = 20%F, 11 %E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BOT CHORD OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 6-7-0. (lb) - Max Grav All reactions 250 lb or less atjoint(s) 12, 7, 11, 10, 9, 8 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) All plates are 1.5x3 MT20 unless otherwise indicated. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 1-4-0 oc. 4) n/a 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. J. /q t,®i GE Ns . NO 58126 .m r • b e i cc r rt X / • : ''. Z i V,� 00 ss O N A� ti�%% Philip J. O'Regan PE Ne.58126 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: September 15,2020 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5I19I2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not + a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ��•�' 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 ANSI7rP11 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 Jab Truss Truss Type Qty Ply T21299809 CORNETT GR1 Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 04:10:21 2020 Page 1 I D:F000 RhfV B8Kvj01 vda2AvgyxZ2K-1 Xbuw6vFr2_OLOaxlV_j_4BHSGxrfEnvl TNh Ujyd V MO -1-10-8 7-0-0 13-0-0 19-0-0 26-0-0 1 27-10-8 1-10-8 7-0-0 6-0-0 6-0-0 7-0-0 1-10-8 Scale: 1/4'=1' 5x12 MT20HS = 6x12 MT20HS = 3x8 11 4 19 20 5 21 22 6 7x10 II 11 11 lu ST1.5x8STP = 7-0-0 6-0-0 7x10 = 6-0-0 7-0-0 7x10 11 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.23 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.26 11-12 >999 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.89 Horz(CT) 0.08 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 179 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except` TOP CHORD Structural wood sheathing directly applied or 3-2-6 oc purlins. 4-6: 2x6 SP No.2 BOT CHORD Rigid Ceiling directly applied or 4-11-3 oc bracing. BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 3-9-1, Right 2x6 SP No.2 3-9-1 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Harz 2=-111(LC 32) Max Uplift 2=-1444(LC 8), 8=-1444(LC 9) Max Grav 2=2054(LC 1), 8=2054(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3505/2494, 4-5=-3928/2913, 5-6=-3928/2913, 6-8=-3505/2495 BOT CHORD 2-12=-2136/2985, 11-12=-2132/2972, 10-11=-2028/2972, 8-10=-2031/2985 WEBS 4-12=-95/552, 4-11=-937/1211, 5-11=918/954, 6-11=-937/1211, 6-10=-95/552 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1444 lb uplift at joint 2 and 1444 lb uplift at joint B. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 284 lb down and 420 lb up at 7-0-0, 121 lb down and 206 lb up at 9-0-12, 121 Ib down and 206 lb up at 11-0-12, 121 lb down and 193 lb up. at 13-0-0. 121 lb down and 206 lb up at 14-11-4, and 121 lb down and 206 lb up at 16-11-4, and 284 lb down and 420 lb up at 19-0-0 on top chord, and 270 lb down and 183 lb up at 7-0-0, 88 lb down and 21 lb up at 9-0-12, 88 lb down and 21 lb up at 11-0-12, 88 lb down and 21 lb up at 13-0-0. 88 lb down and 21 lb up at 14-11-4, and 88 lb down and 21 lb up at 16-11-4, and 270 lb down and 183 lb up at 18-11-4 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). LOAD CASE(S) Standard Lied on page 2 A WARNING - Vedly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shaven, and is for an individual building component, not a truss system. Before use, the building designer must vedfy 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 is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TP11 Quality criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 GEN No 58126 a A ° {® Philip J. O'Regan PE No.58126 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 15,2020 iT 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T21299809 CORNETT GR1 Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 04:10:21 2020 Page 2 I D:F000 RhfVB8Kvj01 vda2AvgyxZ2K-1 Xbuw6vF2_OLOaxlVJ_4BHSGxrfEnvl TNhUjydV MO LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 4-6=-60, 6-9=-60, 2-8=-20 Concentrated Loads (lb) Vert: 4=-237(B)6=-237(B) 12=-231(B) 1 1=-53(B) 5=-121(B) 10=-231(B) 19=-121(B) 20=-121(B) 21=-121(B) 22=121(13)23=-53(B)24=-53(B) 25=-53(B) 26=-53(B) WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19I2020 BEFORE USE. Design valid for use only Wth 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 �' 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 ANSI1TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21299810 CORNETT GR2 Roof Special Girder 1 1 Job Reference (optional) tsuncers t-Irstsource (Plant city, i-L), Plant t,ty, hL - JJSb/, t5.24U s Mar 9 2UZU Mi I eK Industnes, Inc. I ue Sep 15 U4:10:27 202U Page 1 i ID:FOOORhfVBBKvj01vda2AvgyxZ2K-shz9B9_ORulA3x256m57ELRlvh_g2wdnPPgOgNydVLw 28-0-12 30-0-12 32-6-9 { 6-7-12 132-0 17-11-10 20-4-13 22-9-4 24-5-6 26-0-12 27-8-5 29-2-14 32-0.12 4-0-12 36-0-0 6-7-12 6-4-4 4-10-10 2-6-3 2-4-7 1-e-2 ' 1-7E 1-7-9 04- 0.9-1 2-0-0 0 1 1-11-4 1-2-2 1-6-3 Scale = 1:67.0 5x8 = Y 6.00 12 6x8 3x4 5 6x8 3 10xl6 MT20HS = 2x4 11 6 6 =2x4 II 4x6 = 5x8 = 5x12 = 5x8 = 3x4 i 4x 3x4 -5-- 2 7 8 9 10 11 12 13 14 v 1 6x8 = 27 26 25 24 23 22 21 20 19 18 17 16 15 2x4 11 5xl2 = 7x1O WB 6x8 = 8xl0 = 3x6 11 Bx12 = 6xB = 3x6 ST1.5x8 STP = 46 = 10xl6 MT20HS = 3xl2 MT20HS 11 Bx12 = 28-0-12 30-0-12 32-6-9 0.0f8 6-7-12 13-0-0 17-10-10 20-4-13 22-9-4 , 245-0 ,26-0-12 27.8-5 29-2-14 32-0-12 L�,34-0.12 3fi-0-0 0-0-e 6.7� 6-4� 4-10-10 2-6-3 2-4-7 1-8-2 1-7-6 1-7-9 0-4�-7 0-9r 15-13T1� 1-2-2 1-6-3 Plate Offsets (X,Y)-- [1:0-0-0,0-4-0], [6:0-3-12,0-2-8], [11:0-3-8,0-2-8], [12:0-4-8,0-2-0], [14:0-3-0,0-2-0], [15:Edge, 0-5-8], [18:0-3-8,0-3-0], [19:0-8-0,0-6-12], [20:0-2-12,0-5-12] ,[24:0-3-8,0-3-0] LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.75 22-23 >570 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -1.11 22-23 >388 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 1.00 Horz(CT) 0.15 15 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-SH Weight: 276 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except' TOP CHORD Structural wood sheathing directly applied or 1-9-4 oc pudins, 4-7: 2x6 SP No.2, 7-14: 2x6 SP M 26 except end verticals. BOT CHORD 2x8 SP 240OF 2.0E `Except' BOT CHORD Rigid ceiling directly applied or 4-4-10 oc bracing. 1-25: 2x6 SP M 26 WEBS 1 Row at midpt 4-26, 5-26, 7-23, 6-24 WEBS 2x4 SP No.3 *Except* 14-15,9-20: 2x6 SP No.2 5-24,6-23,7-23,11-19,12-18,14-16,12-16: 2x4 SP No.2 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 3-7-10 REACTIONS. (size) 1=0-5-8, 15=0-8-0 Max Horz 1=206(LC 5) Max Uplift 1=-934(LC 8), 15=-2000(LC 9) Max Grav 1=2090(LC 1), 15=3769(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-3=3798/1662, 3-4=-3446/1690, 4-5=-3383/1648, 5-6=-6360/3139, 6-7=-9309/4593, 7-8=1409W7089, 8-9=13813/6994, 9-10=-13813/6994, 10-11=12092/6196, 11111111111 11 BOT CHORD 1-127=-1511/3249?26 27=-1511/3249124-26=-2752/5675123 245-4142/83677 J. �p 0!!��✓ 22-23=-6875/13694, 21-22=-6854/13656, 20-21=-7127/14098, 19-20=-6234/12092, �\� '> C E N • • ®® � r�1 Q �, S 4 0 18-19=-5039/9658, 17-18=3532/6692, 16-17=-3532/6692, 15-16=-154/252 ` WEBS 3-26=415/462, 4-26=-1280/2623, 5-26=-3586/1944, 5-24=1714/3452, 7-22=-488/274, No 58126 :. 6-23=-2168/4297, 7-23=-6771/3474, 6-24=4216/2176, 8-21=-316/525, 7-21=-821/762, 8-20=-758/518,10-20=1093/2358,10-19=-1803/884,11-18=-2316/1173, 11-19=-1637/3336, 12-17=-137/262, 12-18=-2066/4065, 14-16=-2307/4364, 12-16=-4794/2499 NOTES- 1) Unbalanced roof live loads have been considered for this design. ",s ©°•, t(7 s '`o '� • (�` •` '►e °�✓O� , a •` 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. II; Exp B; Encl., �}` ®�' �t SS • ° ° ° ° {{� GC i=0.18; MWFRS (envelope) able end zone; cantilever left and right exposed ; end vertical left and right ex exposed; Lumber g g pP ,® �t!!!�Q DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. PhilipJ. O'Regan PE No.58126 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcul mart with any other live loads. MiTeit USA, Inc. FL Cert 66M 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 6904 Parke East Blvd. Tampa FL 33610 will fit between the bottom chord and any other members. Date: 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 934 lb uplift atjoint 1 and 2000 lb uplift September 15,2020 at joint 15. Continued on page 2 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall s` ' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property, damage. For general guidance regarding the '"�8i fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117P11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safetylnformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36510 Job Truss Truss Type Qty Ply T21299810 CORNETT GR2 Roof Special Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 04:10:27 2020 Page 2 I D:F000 RhfVB8Kvj01 vda2AvgyxZ2K-shz9B9_ORulA3x256m57ELRlvh_g2wdnP PgOgNydVLw NOTES- 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1895 lb down and 945 lb up at 26-0-12, 276 lb down and 188 lb up at 28-0-12, 276 lb down and 188 lb up at 30-0-12, and 276 lb down and 188 lb up at 32-0-12, and 276 lb down and 188 lb up at 34-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) Irt 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=-60, 4-7=60, 7-14=-60, 1-15=-20 Concentrated Loads (lb) Vert:20=-1895(B) 19=-276(B) 18=-276(B) 17=-276(B)16=-276(8) 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 anly with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not g� 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 �'�`�' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS/?PH Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety lnfonnadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21299811 CORNETT GR3 Jack -Closed Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 04:10:28 2020 Page 1 ID:FOOORhfVB8Kvj01vda2AvgyxZ2K-KuWXOV?eCBt1g4dHgTcMnYzVe5M_nQaxe3aZDpydVLv 4-6-12 B-4-0 4-6-12 3-9-4 Scale=1:15.7 2x4 11 3 ST1.5x8 STP = 6x12 MT20HS = 4-6-12 3-9-4 Plate Offsets (X,Y)—[1:0-7-4,0-0-0),[5:0-4-12,0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC ' 0.66 Vert(LL) 0.11 1-5 >871 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.17 1-5 >570 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.83 Horz(CT) 0.02 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 41 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-3-8 oc pudins, BOT CHORD 2x6 SP M 26 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-7-13 oc bracing. WEBS 1 Row at midpt 2-4 REACTIONS. (size) 1=0-8-0, 4=Mechanical Max Horz 1=123(LC 20) Max Uplift 1=-841(LC 4), 4=-925(LC 8) Max Grav 1=1765(LC 1), 4=1915(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=4349/2047 BOT CHORD 1-5=2004/4188, 4-5=-2004/4188 WEBS 2-5=895/2052, 2-4=4251/2062 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. `11111111111p,f 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 �,�L �`�° ®, . �i ** will fit between the bottom chord and any other members. e� G ENS' ^� 5) Refer to girder(s) for truss to truss connections. • �' a®„ 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 841 lb uplift at joint 1 and 925 lb uplift at ` O 58126 s joint 4. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1016 lb down and 487 lb up at m 2-4-12, and 1016 lb down and 487 lb up at 4-4-12, and 1020 lb down and 488 lb up at 6-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. i)WFtr 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). i • 441 �LOAD CASE(S) Standard .011) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25'"°. • `0 Uniform (3I�60, 1 a=zo ssa0NA Vert 1 Concentrated Loads (lb) Vert: 5=-1016(F) 6=-1016(F) 7=-1020(F) Philip J. O'Regan PE No.58126 M1Tek USA, Inc. FL Cert 6634 6904'Parke East Blvd. Tampa FL 33610 Date: September 15,2020 A WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-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 ]r 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 i''e' 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 ANSYTPH Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type city Ply T21299812 CORNETT GR4 Hip Girder 1 n L Job Reference (optional) Cuuaers rlrsiJOurce tYlant /dry, r-L), mans L iry, rL - JJt)O/, C.z iu s mar a ZUZU m1 I eK Inousines, Inc. I ue bep l O U4:1 U:JI zuzu rage l ID:FOOORhfVB8Kvj01vda2AvgyxZ2K-kTCg1 W1 WU6FcXYLsLc93OBb?cIQU_kANK1oDpBydVLs 1-10 8 7-0-0 11-0-0 15-0-0 21 6-0 28-M 35-0-0 136-10-8 1-10 8 7-0-0 4-0-0 4-0-0 6I-0 6-6-0 7 0 0 1-10-8 Scale = 1:66.1 3.00 12 5x6 = 3x4 = 2x4 II 3x6 = 5x6 = 5x6 = 3 20 4 21 522 23 24 6 25 7 26 27 28 8 46 2x4 I III JLJ 0 1 ST1.5x8 STP = 17 29 16 30 15 111 32 33 2X4 11 46 — ST1.5x8 STP = 5x8 = 6x8 = 4x6 = .d 2X44 11 D �N; IA 0 34 13 12 35 36 37 Al ST1.5x8 STP = 46 = 2x4 II 5XB = 7-0-0 11-0-0 15 0 0 21--0 28-0-0 35-0-0 7-0-0 4- ' 4-0-0 6 §1 6-6-0 7-0-0 Plate Offsets (X,Y)— [1:0-2-2,0-1-01, [10:0-2-2,0-1-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.16 11-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.23 11-13 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.96 Horz(CT) 0.04 9 n/a n/a BCDL 10.0 Code FBC2017(rP12014 Matrix-SH Weight: 373 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16. REACTIONS. (size) 2=0-8-0, 15=0-8-0, 9=0-8-0 Max Horz 2=61(LC 4) Max Uplift 2=-521(LC 4), 15=1841(LC 4), 9=-805(LC 5) Max Grav 2=774(LC 19), 15=3448(LC 1). 9=1298(LC 20) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1558/877, 4-5=-1219/2337, 5-7=1219/2337, 7-8=-2483/1405, 8-9=-3694/1993 BOT CHORD 2-17=-819/1457, 16-17=-813/1423, 13-15=-1279/2483, 11-13=-1843/3490, 9-11 =-1 847/3530 WEBS 3-17=-61/561, 3-16=-1537/828, 4-16=193/640, 4-15=-2523/1390, 5-15=-693/568, 7-15=-4946/2667, 7-13=0/681, 8-13=-1060/583, 8-11=36/659 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 Do. 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. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 521 lb uplift at joint 2, 1841 lb uplift at joint 15 and 805 lb uplift at joint 9. inued on page 2 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 ��ti14lDiiti®p®t 3 0'/3E�;s�> No 58126 r ;c 4S#�F 441 0 pi lf�ss�N P-f®`q� 1111 9 L.� Philip J. O'Regan PE No.58126 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 15,2020 t ek 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T21299812 CORNETT GR4 Hip Girder 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567. 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 04:10:31 2020 Page 2 ID:FOOORhfVB8Kvj01vda2AvgyxZ2K-kTCgl W1 WU6FcXYLsLc93OBb?cIQU_kANK1oDpBydVLs NOTES- 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 254 lb down and 311 lb up at 7-0-0. 110 lb down and 150 Ib up at 9-1-1, 110 lb down and 150 lb up at 11-1-1, 110 lb down and 150 lb up at 13-1-1, 110 lb down and 150 Ib up at 14-7-1, 110 lb down and 149 lb up at 16-7-1, 110 lb down and 150 lb up at 18-7-1, 110 lb down and 150 lb up at 20-7-1, 110 lb down and 150 lb up at 22-7-1, 110 lb down and 150 lb up at 24-7-1, and 110 lb down and 150 lb up at 26-7-1, and 254 lb down and 311 lb up at 28-0-0 on top chord, and 265 lb down and 113 lb up at 7-0-0, 80 lb down at 9-1-1, 80 lb down at 11-1-1, 80 lb down at 13-1-1, 80 lb down at 14-7-1, 80 lb down at 16-7-1, 80 lb down at 18-7-1, BO lb down at 20-7-1. 80 lb down at 22-7-1, 80 lb down at 24-7-1, and 80 lb down at 26-7-1, and 265 lb down and 113 lb up at 27-11-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-8=-60, 8-10=-60, 2-9=-20 Concentrated Loads (lb) Vert 6=-110(B) 17=-232(B) 16=-52(B)3=-207(B) 4=-110(B) 8=-207(B) 1 1=-232(B) 20=-1 10(B) 21=-110(B) 22=-110(B) 23=-1 1 O(B) 25=-1 10(B) 26=-11O(B) 27=-1 10(B) 28=-1 10(B) 29=-52(B) 30=-52(B) 31=-52(B) 32=-52(B) 33=-52(B) 34=52(B) 35=-52(B) 36=-52(B)37=-52(B) A WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI I-7473 rev, 5/19/2020 BEFORE USE. �®y Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not yy a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ra building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing i`'' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Mek fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTP11 Quality Criteria, DSB-89 and BCSI Building Component 5904 Parke East Blvd. Safetylnformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36510 Job Truss Truss Type Qty Ply T21299813 CORNETT GR5 Half Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 04:10:32 2020 Page 1 I D:F000 RhfVBBKvj01 vda2AvgyxZ2K-Cfm2Es28FQNSgiw2vJg IxOB9UigAjB_XzhYnMaydVLr -1-10-8 5-M 11-4-0 1-101 5-0-0 6-0-0 4x6 = 3.00 12 10 11 Scale = 1:22.1 3x4 = ST1.5x8 STP = ZX4 11 4x6 = 3x6 = 5-0-0 11-0-0 5-0-0 6-4-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 TCDL 10.0 Lumber DOL 1.25 BC 0.84 BCLL 0.0 Rep Stress Incr NO WB 0.99 BCDL 10.0 Code FBC2017ITP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 5=Mechanical, 2=0-8-0 Max Horz 2=92(LC 7) Max Uplift 5=-379(LC 5), 2=-500(LC 4) Max Grav 5=657(LC 1), 2=722(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1559/823, 4-5=-286/261 BOT CHORD 2-6=817/1467, 5-6=826/1447 WEBS 3-6=0/410, 3-5=-1254/707 DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) -0.10 5-6 >999 240 MT20 244/190 Vert(CT) -0.21 5-6 >611 180 Horz(CT) 0.03 5 n/a n/a Weight: 52 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-7-2 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-4-13 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 379 lb uplift at joint 5 and 500 lb uplift at joint 2. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 163 lb down and 236 lb up at 5-0-0, 56 lb down and 101 lb up at 7-0-12, and 56 lb down and 100 lb up at 9-0-12, and 56 lb down and 101 lb up at 10-0-12 on top chord, and 116 lb down at 5-0-0. 52 lb down at 7-0-12, and 52 lb down at 9-0-12, and 52 lb down at 10-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-3=60, 3-4=60, 2-5=20 Concentrated Loads (lb) - Vert 6=45(F) 3=-116(F) 8=-46(F) 10=-46(F) 11=-46(F) 12=-26(F) 13=-26(F) 14=26(F) 1i`1gti11111iJ,t` E N,9 . No 58126 r .. CC <. �r�sSlaNA4 Philip J. O'Regan PE No.58126 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 15,2020 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 propedy incorporate this design into the overall Nit building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing "�'°�" is always required for stability and to prevent collapse with passible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANShrTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Intonation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T21299814 CORNETT GR6 Half Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 04:10:33 2020 Page 1 ID:FOOORhfVB8Kvj01vda2AvgyxZ2K-hrKQSC2mOkVJnsVES1BXUchLH61DSeugoLHKulydVLq -1-10-8 5-0-0 10-2-4 15-8-0 1-10-8 5-0-0 5-2-4 5-5-12 3.00 12 ST1.5x8 STP = 3X6 = 06 = 2x4 11 2x4 11 10 11 v 12 13 14 6x8 = Scale = 1:29.4 5x6 = 3X6 11 5-0-0 10-24 15-M 5-0-0 5-24 5-5-12 Plate Offsets (X Y)— [1:0-2-2,0-1-0], [2:0-3-12,Edge]. [5:0-3-0,0-1-8], [7:0-1-8,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.22 7-8 >821 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.31 7-8 >592 180 BCLL 0.0 Rep Stress Incr NO WB 0.95 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix-SH Weight: 72 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 6=Mechanical, 2=0-8-0 Max Horz 2=92(LC 7) Max Uplift 6=-515(LC 5), 2=-643(LC 4) Max Grav 6=898(LC 1), 2=973(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2451/1335, 3-4=-2589/1500, 4-5=-2589/1500, 5-6=-798/526 BOT CHORD 2-8=-1325/2324, 7-8=-1331/2306 WEBS 3-8=0/333, 3-7=-193/338, 4-7=-484/456, 5-7=-1437/2493 Structural wood sheathing directly applied or 2-9-13 cc pudins, except end verticals. Rigid ceiling directly applied or 5-0-8 cc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 515 lb uplift at joint 6 and 643 lb uplift at joint 2. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 163 lb down and 236 lb up at 5-0-0, 56 lb down and 101 lb up at 7-0-12, 56 lb down and 101 lb up at 9-0-12, 56 lb down and 98 lb up at 11-0-12, and 56 lb down and 101 lb up at 13-0-12, and 56 lb down and 101 lb up at 14-0-12 on top chord, and 116 lb down at 5-0-0, 52 lb down at 7-0-12, 52 lb down at 9-0-12, 52 lb down at 11-0-12, and 52 lb down at 13-0-12, and 52 lb down at 14-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-5=60, 2-6=-20 inued on page 2 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANS11rPl1 Quality Criteria, OSB-89 and BCSI Building Component Safety lnformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 1Y�it11y11 1�8y�Ade 1�®qN No 58126 a c ?� • CO) F • 441 t � •e e �` q.. s �� let# Philip J. O'Regan PE No.58126 MjiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 15,2020 9 k' 6904 Parke East Blvd. Tampa, FL 313610 Job Truss Truss Type City Ply T21299814 CORNETT GR6 Half Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 04:10:33 2020 Page 2 I D: F000 RhfVBBKvj01 vda2AvgyxZ2K-h rKQSC2mOkVJnsV ES1 BXUchLH61 DSeugoLH Kul ydVLq LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 8=-45(B) 3=-116(B) 10=-46(B) 11=-46(B) 12=-46(B) 13=-46(B) 14=-46(B) 15=-26(B) 16=-26(B) 17=-26(B) 18=-26(B) 19=26(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 [eyr 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 �'�°� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS/1TP11 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 T21299815 CORNETT GR7 Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, B.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 04:10:35 2020 Page 1 I D:F000 RhNBBKvj01 vda2AvgyxZ2K-d ESAsu41 YL1109fdaSE?Z1 mhJwjdwaXzFfmRzvydVLo 1�-0 -1-8 5-02 8-10-0 11-0 14-2-0 1 -9- 19-7 4 22 6 8 255 9-8 29-0-8 31-5-0 1V:2 -9-8 3-4-8 . 1-08 4-0-0 7- 4-10-2 2-11� 3-0-0 3-31 248 0 0 6x12 MT20HS i 3x4 = 2x4 11 5x8 = 21 6 22 7 3x6 II 4x12 = 2x4 II 7x10 = 2.00 112 Scale = 1:53.7 1-10-82-1 8 5-6-0 8-10-8 9-11-0 14-2-0 14-1- 19-7-4 22-11 22 -8 2- 1-9-1 29-0-8 2 -0 31-5-0 1-10-8 0- -0 3 4-8 3 4 8 1-0 8 4-3-0 7- 4-10-2 2-9-12 0- 8 3-3-0 3-3-0 0 6 1-10-8 Plate Offsets (X,Y)— [4:0-9-4,0-2-81, [7:0-6-0,0-2-81, [11:0-5-0,0-4-8], [13:0-4-0,0-3-8], [14:0-4-0,0-4-0], [16:0-7-12,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.31 14-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.38 14-15 >849 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.81 Horz(CT) 0.16 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 194 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-7 cc pudins. BOT CHORD 2x6 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 4-7-13 cc bracing. Except: 1-17: 2x4 SP No.2, 4-18: 2x4 SP No.3 10-0-0 Do bracing: 16-18 WEBS 2x4 SP No.3 *Except* 9-12: 2x4 SP No.2 REACTIONS. (size) 11=0-6-0, 20=0-6-0 Max Horz 20=116(LC 8) Max Uplift 11=-1529(LC 9), 20=1008(LC 8) Max Grav 11=2290(LC 1), 20=1747(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1935/1149, 3-4=-3096/1879, 4-5=-3952/2526, 5-6=-4506/3037, 6-7=-4506/3037, 7-8=4036/2875, 8-9=-3098/2132 BOT CHORD 15-16=-1592/2741, 14-15=2449/3952, 13-14=2496/3580, 12-13=-1840/2771, 11-12=-287/195, 4-16=159/398 WEBS 2-20=-1632/993, 2-19=999/1811. 3-19=1190/750, 6-14=-284/272, 7-14=-697/1419, 7-13=-312/371, 16-19=1031/1712, 3-16=674/1145, 5-15=-712/637, 4-1 5=-1 096/1494, 5-14=-1012/819, 9-11=2060/1427, 8-12=-1024/744, 8-13=-793/1007, 9-12=-1988/3020 ,l drlCj f/ NOTES- 1�'a0\�� .J, •/>,I 1) Unbalanced roof live loads have been considered for this design. yam Q�` ,•' GE N S ' • 'Q p _% 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. 11; Exp B; Encl., F•••• GCpi=0.18; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber ` (if O 58126 DOL=1.60 plate grip DOL=1.60 4 „ 3) Provide adequate drainage to prevent water ponding. :• 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ®'0 CC 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 ©a S , ; �441 Z. will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 1529 lb uplift atjoint 11 and 1008 lb °,►�'�• •'C R ` Q; `��^.�° uplift at joint20. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 102 lb down and 210 lb up at �I ss( • • • • • • �\®® 21-5-12, and 233 lb down and 427 lb up at 22-6-8 on top chord, and 1063 lb down and 639 lb up at 19-7-4, and 74 lb down and 24 A�6 � lb up at 21-5-12, and 189 lb down and 259 lb up at 22-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Phlllp J. O'R6gan PE No.53126 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 LOAD CASE(S) Standard Date: September 15,2020 :ontinued on page 2 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not+ a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iTek' 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 ANSYrPl1 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 T21299815 CORNETT GR7 Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 04:10:35 ZLIZU Page Z I D:F000 RhfVBBKvj01 vda2AvgyxZ2K-d ESAsu41 YL1109fdaS E?Z1 mhJwjdwaXzFfmRzvyd V Lo LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 14=-60, 4-7=-60, 7-10=-60, 1-18=-20, 17-18=20, 13-16=-20, 11-13=-20, 10-11=20 Concentrated Loads (lb) Vert: 7=-186(F) 14=-1063(F) 13=-108(F) 22=-102(F) 23=-40(F) A WARNING - verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not A 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 �'��' 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-69 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 T21299816 CORNETT GR8 Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 2-4-8 8-10-8 2-4-8 6-6-0 12 5x6 = 2.00 12 6x8 = 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 04:10:38 2020 Page 1 I D: F000 RhfVBBKvj01 vda2AvgyxZ2K-1 p7JVw6vrG7ctdOCFaniAf08U7kW7xfPxd?5ZEyd VLI 15-8-8 22-6-8 29-0-8 31-5-0 6-10-0 6-10-0 6-0-0 2-4-8 3x8 11 6x8 = 3 13 14 15 4 16 17 18 5 8 5x6 = r 1-10-8 2i4-8 9-0-0 15-8-8 22-5-0 29-0-8 2�-0-p 31-5-0 1-10-8 0�6-0 6-7-8 6-8-8 6-8-8 6-7-8 0-6- 1-10-8 Plate Offsets (X,Y)—[3:0-5-8,0-3-81,[5:0-5-8,0-3-81,[8:0-3-0,0-3-01,[12:0-3-0,0-3-01 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except' 1-12,7-8: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 2-12,6-8: 2x6 SP No.2, 2-11,6-9: 2x4 SP No.2 REACTIONS. (size) 12=0-6-0, 8=0-6-0 Max Horz 12=-112(LC 13) Max Uplift 12=-1717(LC 8), 8=-1717(LC 9) Max Grav 12=2113(LC 1), 8=2113(LC 1) Scale=1:53.4 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TC 0.95 Vert(LL) 0.40 10 >805 240 MT20 244/190 BC 0.78 Vert(CT) -0.40 10-11 >808 180 WB 0.79 Horz(CT) -0.14 8 n/a n/a Matrix-SH Weight: 205 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-2-14 oc bracing. WEBS 1 Row at midpt 2-11, 3-10, 5-10, 6-9 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=305/309, 2-3=3872/3384, 3-4=-4768/4131, 4-5=-4768/4131, 5-6=-3872/3341, 6-7=305/311 BOT CHORD 1-12=320/334, 10-11=2961/3375, 9-10=-2877/3375, 7-8=321/334 WEBS 2-12=1992/1750, 2-11=-2998/3487, 3-11=-301/509, 3-1 0=-1 298/1594, 4-1 0=-939/1 00 1. 5-1 0=-1 299/1594, 5-9=282/509, 6-9=3029/3487, 6-8=-1992/1731 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1717lb uplift atjoint 12 and 1717 lb uplift at joint 8. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 250 lb down and 420 lb up at 8-10-8, 119 lb down and 203 lb up at 10-11-4. 119 lb down and 203 lb up at 12-11-4, 119 lb down and 201 lb up at 14-11-4, 119 lb down and 201 lb up at 16-5-12, 119 lb down and 203 lb up at 18-5-12, and 119 lb down and 203 lb up at 20-5-12, and 250 lb down and 420 lb up at 22-6-8 on top chord, and 194 lb down and 278 lb up at 8-11-12, 81 lb down and 43 lb up at 10-11-4, 81 lb down and 43 lb up at 12-11-4, 81 lb down and 43 lb up at 14-11-4, 81 lb down and 43 lb up at 16-5-12, 81 lb down and 43 lb up at 18-5-12, and 81 lb down and 43 lb up at 20-5-12, and 194 lb down and 278 lb up at 22-5-4 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 Lied on page 2 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 propedy 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 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 ANSl7rP11 Quality Criteria, DSB-89 and SCSI Building Component Safetylnrormadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 ti No 58126 r F e ` Philip J. O'Regan PE No.58126 MiTek USA, Inc. FL Cent $634 6904 Parke East Blvd. Tampa FL 33610 Date: September 15,2020 MiTek 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T21299816 CORNETT GR8 Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MITek Industries, Inc. Tue Sep 15 04:10:38 Z020 Page Z I D:F000 RhfVBBKvj01 vda2AvgyxZ2K-1 p7JVw6vrG7ctdOCFaniAfOBU7kW7xfPxd?5ZEydV LI LOAD CASES) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-3=-60, 3-5=-60, 5-7=-60, 1-12=20, 11-12=-20, 9-11=20, 8-9=20, 7-8=20 Concentrated Loads (lb) Vert: 3=-203(B) 5=-203(B) 1 1=-127(B) 9=-127(B) 13=-119(B) 14=-1 19(B) 15=-1 19(B) 16=-1 19(B) 17=-119(B) 1 8=-1 19(B) 19=-59(B) 20=-59(B) 21=-59(B) 22=-59(B) 23=-59(B) 24=-59(B) 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 iT� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117P11 Quality Criteria, DSB-89 and 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 T21299817 CORNETT GR9 Jack -Closed Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 04:10:40 2020 Page 1 I D:F000 RhfV BBKvj01 vda2Avgyx7-2K-zBF3wb8ANtNKBxXaN?pAG4Ta2xTmbyVi PwUCe7ydVLj 7-0-0 3-6-0 46 = 3 ^' — 2.00 112 q n 0 Scale = 1:28.9 7-0-0 3-0-0 3£-0 Plate Offsets (X,Y)— [4:0-3-0,0-0-8], [5:0-4-0,04-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.02 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.04 4-5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-SH Weight: 51 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or4-10-5 cc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 8-3-12 cc bracing. 1-6: 2x6 SP No.2 OTHERS 2x4 SP No.2 REACTIONS. (size) 6=0-6-0, 7=Mechanical Max Horz 6=164(LC 8) Max Uplift 6=-629(LC 8), 7=-619(LC 8) Max Grav 6=1416(LC 1).7=1083(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-865/422, 1-2=1413/636, 3-4=-572/1064 BOT CHORD 5-6=353/369, 4-5=725/1267 WEBS 1-5=419/1000, 2-5=-461/975, 2-4=-1247f716, 3-7=-1090/623 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber A,gbbt i I a ] 181 j11/ DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. /®B • • L�� /®® 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,�o `t1��,,. E ' • 4� ♦� `m.� Q� ,• `G �••, will fit between the bottom chord and any other members. ` 4) Refer to girder(s) for truss to truss connections. ® O 58126 `• 5) Bearing atjoint(s) 6 considers parallel to grain value using ANSIfTPI 1 angle to grain formula. Building designer should verify bearing b a' capacity of surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 629 lb uplift at joint 6 and 619 lb uplift at s m joint 7. ; '0 : CC 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 662 lb down and 324 lb up at 13 �• S 441 •, 1-0-12, and 660 lb down and 338 lb up at 3-0-12, and 670 lb down and 348 lb up at 5-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. {} �,of'� E ��, `° 0 F1 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 4'1, 11019j1 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 �. Uniform Loads (plf) Phillp J. O'Regan PE No.58126 Vert 1-3=-60, 4-6=20 MiTek USA, Inc. FL Cert 6634 Concentrated Loads (lb) 6904 Parke East Blvd. Tampa FL 33610 Vert 8=-662(B) 9=-660(B) 10=670(131) Date: September 15,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Dal' � 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 ■�po Swow building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IV8 q� �k� 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 ANS117P/f 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 20501 Tampa, FL 36610